20020287 Ver 1_Complete File_20030423

...•_.? OF W A T FR
Michael F. Easley
?Ot QG Governor
r William G. Ross, Jr., Secretary
y Department of Environment and Natural Resources
T Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 1, 2002
DWQ# 02-0287
Mark R. Warren Vance County
City of Henderson
P.O. Box 1434
Henderson, NC, 27536
APPROVAL of 401 Water Quality Certification and Tar-Pamlico River Buffer Rules with Additional Conditions
Dear Mr. Warren:
You have our approval, in accordance with the attached conditions, to place fill in or excavate 0.35 acre of wetlands and 128 linear
feet of perennial streams, and to impact 8,000 square feet of Tar-Pamlico Buffers in order to construct the City of Henderson Interceptor
and Forcemain Improvements in Vance County, as described in your application received by the Division of Water Quality on February
26, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3374, which can be downloaded from our web site at htto://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use
Nationwide Permit Number 12 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Tar-Pamlico River
Buffer Rules (15A NCAC 2B .0259). 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, 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 as well as the additional conditions
listed below:
1. Buffer impacts must be limited to those described in your application and in this approval. All construction must occur within the
existing sewerline outfall. No new clearing of trees can occur outside of the existing easement.
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 Charles Brown in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central Office at 919-
733-9721.
incerely,
1
or , P .D.
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWO Regional Office
Central Files
File Copy
Bryan Browning, 5625 Dillard Drive, Suite 117, Cary, NC, 27511
020287
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), httpJ,'h2o.enr.state. nc.uslncwetlands/
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of Henderson
Project Number 02 0287
Recvd From APP
Received Date 2/26/02 Recvd By Region
Project Type Forcemain Improvements & Interceptor
County Vance
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
F- OTH W770 N F- - 23-8 (1) NSW 30,206. 0.35
- 128.00 -I
ream OY ®N 1 28-17-2-3 F _c F_ 0,301. F-F"7--St-
I r-
Mitigation Wetland
MitigationType Type Acres Feet
I 7_ F_ F_
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y0 N
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
The project can go ahead as planned. The only condition would be to add a line stating that all
construction must occur on the existing outfall and that no new clearing of trees or buffer can occur
as stated in the application. This is es ecially a concern with the stream crossings and some of the
parallel impacts in the reoht of way,
Recommendation: Q Issue # Issue/Cond O Deny
cc: Regional Office
Central Office Page Number 1
(Fwd: City of Henderson]
Subject: [Fwd: City of Henderson]
Date: Wed, 13 Mar 2002 16:38:46 -0500
From: Milt Rhodes <[e-mail]>
To: [e-mail]
CC: [e-mail]
Here are comments from Wildlife. The FONSI is below. I don't have time
to explain it right now, but we should hold off on issuing this one
until we get it sorted out.
Thanks in advance.
Milt
FINDING OF NO SIGNIFICANT IMPACT
ENVIRONMENTAL ASSESSMENT FOR THE
RED BUD PUMP STATION IMPROVEMENTS, FORCE MAIN, AND INTERCEPTOR
City of Henderson, Vance County
October 26, 2001
An environmental assessment (EA) has been prepared pursuant to the
requirements of the North Carolina Environmental Policy Act, for the
proposed Red Bud Pump Station Improvements, Force Main and Nutbush
Interceptor in Vance County. The proposed project includes replacing
existing sewer lines with 42 inch and 30 inch gravity sewer lines,
replacement of two undersized pumps with three increased capacity pumps,
installation of automated monitoring and control systems, and the
installation of 15,000 if of parallel force main to assist in correcting
ongoing inflow and infiltration problems and resolve situations that ,?
have led to a the town operating under a Special Order of Consent (SOC)
due to frequent wastewater overflows.
The project area is located within two drainage basins in southern
Henderson, NC. The area can be characterized as a moderately developed
and consists of a mix of development intensities including rural'fa1]ow
fields, residential housing, and retail/commercial shopping facilities.
Nutbush Creek and Red Bud Creek are located in this area as well. Sewer
is available in some parts of this area, and sewer expansions have been
planned for other parts for some time. The work is anticipated to follow
existing road rights of way and other utility easements in the area.
It is not anticipated that this project will support extensive
development for southern Henderson.
This project has been designed to minimize environmental impacts. All
streams will be crossed perpendicularly. Special care has been
exercised to avoid wetlands. The project will be permitted under the
requirements of the USACE Nationwide 12 permit. The restoration of
stream banks using bioengineering techniques will reduce the impact at
all stream crossings. The streams in the area are listed as being in
good condition, but are classified as "nutrient sensitive waters" which
carry special limitations on nutrient inputs. Secondary and cumulative
impacts relating to development that will be supported by this project
are likely, but minimal as much of this project is intended to fix
existing problems and only provided for a minimal increase in capacity.
These impacts will include loss of forested wildlife and change in
natural landscape. However, it is not foreseen that immediate impacts
will be likely resulting from this project.
Due to the urgency of the situation and SOC issues associated with the
City of Henderson, a limited range of alternatives were evaluated. A
"no action" alternative is not feasible as the Municipality must fix the
1 of 3 3/13/024:45 PN
[Fwd: City of HendersonI
"o
problems associated with pumping station overflows and reduce inflow and
infiltration. The only available option is to upgrade existing
facilities to an appropriate level, and correct problems associated with
the conveyance system through physical replacement of existing lines.
The City of Henderson has agreed to incorporate the mitigative measures
requested during the review of the environmental assessment report.
These measures include: establishment and maintenance of buffer areas as
development plans are submitted; close coordination with Vance County in
areas outside municipal boundaries; utilization of existing rights of
way and utility corridors to minimize disturbance and possible
sedimentation issues; discouraging development in floodplain areas;
actively attempting to reduce stormwater impacts through better site
planning, and minimize site disturbance around stream crossings.
There were issues identified during review that require special
mitigative measures in order to ensure against environmental and habitat
degradation. Stretches of Red Bud Creek have identifiable
characteristics that could support endangered "dwarf wedgemussels" and
other freshwater mussel species both upstream and downstream of
identified utility crossings. The FONSI is issued on the condition of
the applicant conducting fresh water mussel surveys during the
appropriate season (April through October). These surveys should
evaluate conditions for mussels within 100 meters upstream and 300
meters downstream of all crossings associated with the Red Bud Force
Main component of this project. Qualitative survey techniques must be
incorporated as well. If state or federally endangered mussel species
are found during the surveys, then the applicant must integrate
additional best management practices as prescribed by the agencies in
order to proceed with construction within this area. These best
management practices could include directional boring where possible or
relocation of crossing location.
As this project is consists of three separate portions, it is of the
opinion of the agency that the project can proceed in this order. The
project components taking place in the Nutbush Creek drainage basin and
the upgrade to the Red Bud Pump Station can proceed, but the portion of
the project that includes 15,000 linear feet of new force main with
crossings of Red Bud Creek should not be started until satisfactory
freshwater mussel surveys are completed by a certified agent. Results
from these fresh water mussel surveys should be provided to the Division
of Water Quality prior to proceeding with any construction associated
with the Red Bud Force Main component.
Based on the findings of the EA and on the impact avoidance/mitigation
measures and agreements contained therein and within this Finding of No
Significant Impact, it is concluded that the proposed project will not
result in significant impacts to the environment. This EA and Finding
of No Significant Impact (FONSI) are prerequisites for the issuance of
the permit actions by the Division of Water. Quality. Pending approval
by the State Clearinghouse, the environmental review for this project
will be concluded. An environmental impact statement will not be
prepared for this project.
Division of Water Quality
October 26, 2001
2 of 3 3/13/02 4:45 PN
[Fwd: City of llaxlcrsonI
Subject: City of Henderson
Date: Wed, 13 Mar 2002 14:52:32 -0500
From: "fender, Danielle R." <penderdr@ MAIL. WILDLIFE.STATE.NC.US>
To: "Alderman, John M." <[e-mail]>,
"Johnson, Judith" <[e-mail]>,
"Watson, Brian T." <Watsonbtl @mindspring.com>,
"'Hall, Stephen"' <[e-mail]
"'Dale Suiter [[e-mail]]"' <Dale. Sul ter[[e-mail]]>
CC: "McBride, Frank" <mcbrideft@earthlink. net>,
"Deaton, Shannon L." <Deatonsl @MAI L.WILDLIFE.STATE.NC.US>,
"'Milt Rhodes"' <[e-mail]?"'McGee, Melba" <[e-mail]>
I just got a 401 application by the City of Henderson for impacts to Nutbush
and Redbud Creek - where they will be excavating. As you may recall, we
requested that more extensive and appropriate surveys be conducted prior to
any crossings, but we agreed that the surveys could be added as a condition
of the FONSI, rather than requiring the applicant to survey prior to a
concurrence. In addition, although the EA indicated that the sewer lines
will be placed on the far side of existing easements from any existing
watercourses, they are asking to place the new force main within 10 feet of
Red Bud Creek. The consultant spoke with Steve Mitchell at DWQ and he told
them if they used the existing easement it would exempt the project from
buffer requirements.
I just spoke with Milt, and he indic.
surveys completed prior to crossings
that the FONSI should be attached to
the cover letter page was attached.
Apparently, surveys may be beginning
said that they contacted USFWS.
ated that they were required to have the
as part of the FONSI. Milt also said
the permit application, however, only
Milt is looking into this issue.
this month, and I believe that Milt
This highlights some of the problems that can occur after a FONSI has been
issued and we are unaware whether the conditions of the FONSI are being
followed.
Thanks, Danielle.
Danielle R. Pender
Piedmont Region Coordinator
Habitat Conservation Program
NC Wildlife Res. Comm.
1142 I-85 Service Rd.
Creedmoor, NC 27522
Phone: [phone]
Fax: [phone]
[e-mail]
<mailto:[e-mail]>
3 of 3 3/13/02 4:45 PN
46,
MCKIN4&clzEED
02 a al
February 22, 2002 McKim & Creed 01406-0002(40)
?i
Mr. John Dorney
NCDENR 1
Division of Water Quality
401 /Wetlands Certification Unit ?•
2321 Crabtree Boulevard
Raleigh, North Carolina 27604-2260
RE: City of Henderson Sewer Force Main and Interceptor Improvements
Wetlands/401 Certification Application
Dear Mr. Dorney:
?w
CID
On behalf of the City of Henderson, McKim & Creed is submitting this request for written
approval for a 401 Certification for the above referenced project. I have spoken with Bob
Zarzecki about the project and he is familiar with permitting issues involved. Per his request,
please forward the application to Mr. Zarzecki for the initial review.
The following items have been included with the submittal:
1. One (1) original and six (6) copies of the PCN application form and attached justification
letter for proposed impacts.
2. Three (3) sets of construction plans.
3. Seven (7) copies of the USACE NW 12 permit approval materials.
4. Seven (7) copies of the SEPA final approval letter by the State Clearinghouse.
5. Seven (7) copies of the letter to UoYD Mitchell concerning_exempt status from Riparian
Buffer Regulations.
6. Check No. 016382 for review fee in the amount of $475.00.
Please give me a call if you have questions concerning the project or need any further
information.
Sincerely,
McKIM & CREED, P.A.
Bry n J. Browning, P.E.
/blp
Enclosures:
cc: Tom Spain
1im Baldwin
File
S:\1406\0002\40-Permit\02222Dorno doc
625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mcklmcreed.com
AA0002661

Office Use Only: Form version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
I . Check all of the approval(s) requested for this project:
Section 404 Permit
?
Section 10 Permit op?
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: N/A*
* Approved NW#12 Permit previously obtained
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: City of Henderson
Mailing Address: P.O. Box 1434
Henderson NC 27536
Mark R Warren Assistant City Manager
Telephone Number: (^252) 431-6000 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:
Mailing Address:_
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: City of Henderson Interceptor and Forcemain Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Vance Nearest Town: Henderson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): see attached
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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:
Within existing sewer utility easement maintained by City of Henderson and Right-of-Way
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Nutbush Creek. Red Bud Creek
9. River Basin: Tar River Roanoke 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/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: to increase sewer and pump station capacity
to prevent the overflows of the interceptor and pump station
11. List the type of equipment to be used to construct the project: track mounted and
Rubber tire excavation equipment
12. Describe the land use in the vicinity of this project: light to medium residential, farmland,
and woodland
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.
Approved USACE NW 12 permit issued March 9 2001 (see attached)
Action ID: 200120445, 200120446
Attached letter sent to Steve Mitchell to document conversation with him concerning exempt
status from riparian buffer regulations due to existing easement
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:
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
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
1. Wetland Impacts
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) (es/no) (linear feet)
A Fill 0.036 Yes 300 Freshwater marsh
B Temporary 0.314 Yes 2,500 Freshwater marsh
excavation
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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: N/A
Total area of wetland impact proposed: 0.35
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 secif )
1 Install concrete piers N/A Nutbush Creek 10' Perennial
2 Install concrete piers N/A Nutbush Creek 50' Perennial
3 Install concrete piers N/A Nutbush Creek 30' Perennial
4 Install concrete piers N/A Nutbush Creek 25' Perennial
5 Temporary excavation 20' Redbud Creek 20' Perennial
6 Temporary excavation 8' Redbud Creek 15' Perennial
7 Temporary excavation 20' Redbud Creek 35' Perennial
8 Temporary excavation 20' Redbud Creek 30' Perennial
9 Temporary excavation 20' Tributary to Redbud
Creek to, Perennial
10 Temporary excavation 20' Redbud Creek 25' Perennial
11 Temporary excavation 20' Redbud Creek 25' Perennial
" 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 coin,
www.mapguest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 128 ft.
Page 8 of 12
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 Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
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 N/A
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: 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.
See attached
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/ncwetiands/strmgide.htmi.
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) 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
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at littp://li2o.enr.state.nc.us/wrp/index.liti . 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):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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)
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 6,000 3 N/A
2 2,000 1.5 N/A
Total
* Zone 1 extends out 30 teet perpendicular trom near nanx of cnatme?; /-one L extenus an
additional 20 feet from the edge of Zone 1.
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 213.0242 or.0260.
N/A See Attached
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
XI1. 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.
Existing facility qpproximately 9 MGD capacity
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
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
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
MCKIN1&CREED
JUSTIFICATION FOR PROPOSED IMPACTS TO
RIPARIAN BUFFERS, WETLANDS, AND WATERS OF THE U.S.
The new parallel force main and interceptor will be installed adjacent to existing
lines within existing easements and rights-of-way. The existing easement
corridors are well maintained; therefore, locating the new lines within these
easements will minimize impacts on wetlands, waters of the U.S., and adjacent
wooded areas. Several areas on Sheet CF-705 show the top of the Red Bud
Creek bank within the existing easement, which puts the new force main within
10 ft of the creek. However, moving the force main to the opposite side of the
easement would require obtaining additional easements and would result in the
clearing of wooded areas which are still located within zones 1 and 2 of the
riparian buffer. Getting clear of the riparian buffer on the opposite side of the
easement would require clearing a 30 to 45 ft wide easement at a minimum of
four locations along the route. It is McKim & Creed's opinion that clearing
additional wooded area would cause more impact to wildlife habitat and water
quality of Red Bud Creek than would installing the force main within an already
cleared and maintained easement.
The creek bank at these locations does not currently have a stable vegetative
cover. It appears that the bank is being pushed back into the utility easement by
erosion, which may be due to high velocity flows during large rain events. The
creek bank is getting very near the existing gravity sewer line in two locations,
which could ultimately result in the sewer line being washed out. It seems
reasonable that installing the force main at its proposed location would allow the
creek bank to be restored with a vegetative and stable cover. This could be
performed by using biodegradable stabilization mats suitable for use in high
velocity applications that would protect the bank until a suitable vegetative cover
could be established.
The Riparian Buffer Rule only applies to the force main part of the project, which
is located in the Tar-Pamlico River Basin. It is McKim & Creed's understanding
that this portion of the project is exempt from the Riparian Buffer Rule because it
will be installed within a well-maintained existing easement. Attached is a letter
that McKim & Creed sent to Steve Mitchell of DWQ in January 2001 during the
design phase of the project. The letter documents the telephone conversation
during which Mr. Mitchell informed us that using the existing easement would
exempt the project from buffer regulations. Excavating and replacing the existinc
force main would require temporary sewer bypass piping, which raises concerns
for pumping dependability and accidental sewer spills. The Red Bud pump
station passes 1.0 MGD, which is a considerable volume to bypass pump
considering the remote location that is involved.

McKim & Creed respectfully requests that the Unit consider the above-referenced
items during its review of the project.
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AAUOn9hA1

U.S. ARMY CORPS OF ENGINEERS COPY
Wilmington District
Action ID: 200120445, 200120446 County: Vance
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Authorized
Owner City of Henderson Agent McKim & Creed
Attn: Mark R. Warren Attn: Bryan Blake
Address 180 Beckford Drive Address 5625 Dillard Drive, Suite 117
Henderson, NC 27536 Cary, NC 27511
Telephone Number Telephone Number 919-233-8091
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project is
located from US BR 158 north along Nutbush Creek and Red Bud Creek, to NC 39, in the City of
Henderson, Vance County, North Carolina. The site contains wetlands and stream channels located above
headwaters adjacent to Red Bud Creek in the Tar-Pamlico River Basin (200120445) and Nutbush Creek
in the Roanoke River Basin (200120446).
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
sewer lines, and the placement of fill associated with the construction of the Nutbush interceptor and the
Red Bud Creek parallel force main. Impacts to wetlands and waters authorized by this permit include
0.036 of permanent fill and temporary impacts of 0.314 acre.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 Nationwide Permit Number
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 Permit or 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 Engineers regulatory program,
please contact Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Regulatory Project Manager Signature
Authorization Date March 9, 2001
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
Expiration Date_ March 9, 2003
NATIONWIDE PERMIT #12: UTILITY LINE ACTIVITIES
Activities required for the construction, maintenance, and repair of utility lines and associated
facilities in waters of the United States as follows:
(i) Utility lines: The construction, maintenance, or repair of utility lines, including outfall and
intake structures and the associated excavation, backfill, or bedding for the utility lines, in all waters of the
United States, provided there is no change in preconstruction contours. A "utility line" is defined as any
pipe or pipeline for the transportation of any gaseous, liquid, liquefiable, or slurry substance, for any
purpose, and any cable, line, or wire for the transmission for any purpose of electrical energy, telephone,
and telegraph messages, and radio and television communication (see Note 1, below). Material resulting
from trench excavation may be temporarily sidecast (up to three months) into waters of the United States,
provided the material is not placed in such a manner that it is dispersed by currents or other forces. The
District Engineer may extend the period of temporary side casting not to exceed a total of 180 days, where
appropriate. In wetlands, the top 6" to 12" of the trench should normally be backfilled with topsoil from the
trench. Furthermore, the trench cannot be constructed in such a manner as to drain waters of the United
States (e.g., backfilling with extensive gravel layers, creating a french drain effect). For example, utility
line trenches can be backfilled with clay blocks to ensure that the trench does not drain the waters of the
United States through which the utility line is installed. Any exposed slopes and stream banks must be
stabilized immediately upon completion of the utility line crossing of each waterbody.
(ii) Utility line substations: The construction, maintenance, or expansion of a substation facility
associated with a power line or utility line in non-tidal waters of the United States, excluding non-tidal
wetlands adjacent to tidal waters, provided the activity does not result in the loss of greater than 1/2 acre of
non-tidal waters of the United States.
(iii) Foundations for overhead utility line towers, poles, and anchors: The construction or
maintenance of foundations for overhead utility line towers, poles, and anchors in all waters of the United
States, provided the foundations are the minimum size necessary and separate footings for each tower leg
(rather than a larger single pad) are used where feasible.
(iv) Access roads: The construction of access roads for the construction and maintenance of utility
lines, including overhead power lines and utility line substations, in non-tidal waters of the United States,
excluding non-tidal wetlands adjacent to tidal waters, provided the discharge does not cause the loss of
greater than 1/2 acre of non-tidal waters of the United States. Access roads shall be the minimum width
necessary (see Note 2, below). Access roads must be constructed so that the length of the road minimizes
the adverse effects on waters of the United States and as near as possible to preconstruction contours and
elevations (e.g., at grade corduroy roads or geotextile/gravel roads). Access roads constructed above
preconstruction contours and elevations in waters of the United States must be properly bridged or
culverted to maintain surface flows.
The term "utility line" does not include activities which drain a water of the United States, such as
drainage tile or french drains; however, it does apply to pipes conveying drainage from another area. For
the purposes of this NWP, the loss of waters of the United States includes the filled area plus waters of the
United States that are adversely affected by flooding, excavation, or drainage as a result of the project.
Activities authorized by paragraphs (i) through (iv) may not exceed a total of 1/2 acre loss of waters of the
United States. Waters of the United States temporarily affected by filling, flooding, excavation, or
drainage, where the project area is restored to preconstruction contours and elevations, are not included in
the calculation of permanent loss of waters of the United States. This includes temporary construction mats
(e.g., timber, steel, geotextile) used during construction and removed upon completion of the work. Where
certain functions and values of waters of the United States are permanently adversely affected, such as the
conversion of a forested wetland to a herbaceous wetland in the permanently maintained utility line right-
of-way, mitigation will be required to reduce the adverse effects of the project to the minimal level.
Mechanized landclearing necessary for the construction, maintenance, or repair of utility lines and
the construction, maintenance, and expansion of utility line substations, foundations for overhead utility
lines, and access roads is authorized, provided the cleared area is kept to the minimum necessary and
preconstruction contours are maintained as near as possible. The area of waters of the United States that is
filled, excavated, or flooded must be limited to the minimum necessary to construct the utility line,
substations, foundations, and access roads. Excess material must be removed to upland areas immediately
upon completion of construction. This NWP may authorize utility lines in or affecting navigable waters of
the United States, even if there is no associated discharge of dredged or fill material (See 33 CFR Part 322).
Notification: The permittee must notify the District Engineer in accordance with General
Condition 13, if any of the following criteria are met:
(a) Mechanized land clearing in a forested wetland for the utility line right-of-way;
(b) A Section 10 permit is required;
(c) The utility line in waters of the United States, excluding overhead lines, exceeds 500 feet;
(d) The utility line is placed within a jurisdictional area (i.e., a water of the United States), and it
runs parallel to a stream bed that is within that jurisdictional area;
(e) Discharges associated with the construction of utility line substations that result in the loss of
greater than 1/10 acre of waters of the United States;
(f) Permanent access roads constructed above grade in waters of the United States for a distance of
more than 500 feet; or "
(g) Permanent access roads constructed in waters of the United States with impervious materials.
(Sections 10 and 404)
Note 1: Overhead utility lines constructed over Section 10 waters and utility lines that are routed in
or under Section 10 waters without a discharge of dredged or fill material require a Section 10 permit;
except for pipes or pipelines used to transport gaseous, liquid, liquefiable, or slurry substances over
navigable waters of the United States, which are considered to be bridges, not utility lines, and may require
a permit from the U.S. Coast Guard pursuant to Section 9 of the Rivers and Harbors Act of 1899. However,
any discharges of dredged or fill material associated with such pipelines will require a Corps permit under
Section 404.
Note 2: Access roads used for both construction and maintenance may be authorized, provided
they meet the terms and conditions of this NWP. Access roads used solely for construction of the utility
line must be removed upon completion of the work and the area restored to preconstruction contours,
elevations, and wetland conditions. Temporary access roads for construction may be authorized by NWP
33.
Note 3: Where the proposed utility line is constructed or installed in navigable waters of the United
States (i.e., Section 10 waters), copies of the PCN and NWP verification will be sent by the Corps to the
National Oceanic and Atmospheric Administration, National Ocean Service, for charting the utility line to
protect navigation.
Nationwide Permit General Conditions
1. Navigation. No activity may cause more than a minimal adverse effect on navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including
maintenance t0-ensure public safety.
3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be
used and maintained, in effective operating condition during construction, and all exposed soil and other
fills, as well as any work below the ordinary high water mark or high tide line, must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the movement of those species
of aquatic life indigenous to the waterbody, including those species which normally migrate through the
area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be
installed to maintain low flow conditions.
5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures
must be taken to minimize soil disturbance.
6. Regional and Case-lay-Case Conditions. The activity must comply with any regional
conditions which may have been added by the division engineer (see 33 CFR 330.4(e)) and with any case
specific conditions added by the Corps or by the State or tribe in its Section 401 water quality certification
and Coastal Zone Management Act consistency determination.
2
7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and
Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion
in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct
management responsibility for such river, has determined in writing that the proposed activity will not
adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic
Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National
Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service).
8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not
limited to, reserved water rights and treaty fishing and hunting rights.
9. Water Quality. (a) In certain States and tribal lands an individual 401 water quality
certification must be obtained or waived (See 33 CFR 330.4(c)).
(b) For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the State or tribal 401 certification
(either generically or individually) does not require or approve a water quality management plan, the
permittee must include design criteria and techniques that will ensure that the authorized work does not
result in more than minimal degradation of water quality. An important component of a water quality
management plan includes stormwater management that minimizes degradation of the downstream aquatic
system, including water quality. Refer to General Condition 21 for stormwater management requirements.
Another important component of a water quality management plan is the establishment and maintenance of
vegetated buffers next to open waters, including streams. Refer to General Condition 19 for vegetated
buffer requirements for the NWPs.
10. Coastal Zone Management. In certain states, an individual state coastal zone management
consistency concurrence must be obtained or waived (see Section 330.4(d)).
11. Endangered Species. (a) No activity is authorized under any NWP which is likely to
jeopardize the continued existence of a threatened or endangered species or a species proposed for such
designation, as identified under the Federal Endangered Species Act, or which will destroy or adversely
modify the critical habitat of such species. Non-federal permittees shall notify the District Engineer if any
listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located
in the designated critical habitat and shall not begin work on the activity until notified by the District
Engineer that the requirements of the Endangered Species Act have been satisfied and that the activity is
authorized. For activities that may affect Federally-listed endangered or threatened species or designated
critical habitat, the notification must include the name(s) of the endangered or threatened species that may
be affected by-the proposed work or that utilize the designated critical habitat that may be affected by the
proposed work. As a result of formal or informal consultation with the FWS or NMFS, the District
Engineer may add species-specific regional endangered species conditions to the NWPs.
(b) Authorization of an activity by a nationwide permit does not authorize the "take" of a
threatened or endangered species as defined under the Federal Endangered Species Act. In the absence of
separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take"
provisions, etc.) from the U.S. Fish and Wildlife Service or the National Marine Fisheries Service, both
lethal and non-lethal "takes" of protected species are in violation of the Endangered Species Act.
Information on the location of threatened and endangered species and their critical habitat can be obtained
directly from the offices of the U.S. Fish and Wildlife Service and National Marine Fisheries Service or
their world wide web pages at http://www.fws.gov/r9endspp/endspp.html and
http://www.nfms.gov/prot_res/esahome.html, respectively.
12. Historic Properties. No activity which may affect historic properties fisted, or eligible for
listing, in the National Register of Historic Places is authorized, until the DE has complied with the
provisions of 33 CFR Part 325, Appendix C. The prospective permittee must notify the District Engineer if
the authorized activity may affect any historic properties listed, determined to be eligible, or which the
prospective permittee has reason to believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District Engineer that the requirements of the
National Historic Preservation Act have been satisfied and that the activity is authorized. Information on
the location and existence of historic resources can be obtained from the State Historic Preservation Office
and the National Register of Historic Places (see 33 CFR 330.4(g)). For activities that may affect historic
properties listed in, or eligible for listing in, the National Register of Historic Places, the notification must
state which historic property may be affected by the proposed work or include a vicinity map indicating the
location of the historic property.
13. Notification. (a) Timing: Where required by the terms of the NWP, the prospective permittee
must notify the District Engineer with a preconstruction notification (PCN) as early as possible. The
District Engineer must determine if the PCN is complete within 30 days of the date of receipt and can
request the additional information necessary to make the PCN complete only once. However, if the
prospective permittee does not provide all of the requested information, then the District Engineer will
notify the prospective permittee that the PCN is still incomplete and the PCN review process will not
commence until all of the requested information has been received by the District Engineer. The
prospective permittee shall not begin the activity:
(1) Until notified in writing by the District Engineer that the activity may proceed under
the NWP with any special conditions imposed by the District or Division Engineer; or
(2) If notified in writing by the District or Division Engineer that an individual permit is
required; or
(3) Unless 45 days have passed from the District Engineer's receipt of the complete
notification and the prospective permittee has not received written notice from the District or Division
Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or
revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2).
(b) Contents of Notification: The notification must be in writing and include the following
information:
(1) Name, address, and telephone'numbers of the prospective permittee;
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's purpose; direct and indirect
adverse environmental effects the project would cause; any other NWP(s), regional general permit(s), or
individual permit(s) used or intended to be used to authorize any part of the proposed project or any related
activity; and
(4) For NWPs 7, 12, 14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN must also include
a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged
aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(f));
(5) For NWP 7, Outfall Structures and Maintenance, the PCN must include information
regarding the original design capacities and configurations of those areas of the facility where maintenance
dredging or excavation is proposed.
(6) For NWP 14, Linear Transportation Crossings, the PCN must include a
compensatory mitigation proposal to offset permanent losses of waters of the United States and a statement --
describing how temporary losses of waters of the United States will be minimized to the maximum extent
practicable.
(7) For NWP 21, Surface Coal Mining Activities, the PCN must include an Office of
Surface Mining (OSM) or state-approved mitigation plan.
(8) For NWP 27, Stream and Wetland Restoration, the PCN must include documentation
of the prior condition of the site that will be reverted by the permittee.
(9) For NWP 29, Single-Family Housing, the PCN must also include:
(i) Any past use of this NWP by the individual permittee and/or the permittee's
spouse;
(ii) A statement that the single-family housing activity is for a personal
residence of the permittee;
(iii) A description of the entire parcel, including its size,-and a delineation of
wetlands. For the purpose of this NWP, parcels of land measuring 1/4 acre or less will not require a formal
on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the
amount of wetlands that exists on the property. For parcels greater than 1/4 acre in size, a formal wetland
delineation must be prepared in accordance with the current method required by the Corps. (See paragraph
13(f));
(iv) A written description of all land (including, if available, legal descriptions)
owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of
4
the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-
tenant, or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other
contract for sale or purchase has been executed;
(10) For NWP 31, Maintenance of Existing Flood Control Projects, the prospective
permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a
five year (or less) maintenance plan. In addition, the PCN must include all of the following:
(i) Sufficient baseline information so as to identify the approved channel depths
and configurations and existing facilities. Minor deviations are authorized, provided the approved flood
control protection or drainage is not increased;
(ii) A delineation of any affected special aquatic sites, including wetlands; and,
(iii) Location of the dredged material disposal site.
(11) For NWP 33, Temporary Construction, Access, and Dewatering, the PCN must also
include a restoration plan of reasonable measures to avoid and minimize adverse effects to aquatic
resources.
(12) For NWPs 39, 43, and 44, the PCN must also include a written statement to the
District Engineer explaining how avoidance and minimization of losses of waters of the United States were
achieved on the project site.
(13) For NWP 39, Residential, Commercial, and Institutional Developments, and NWP
42, Recreational Facilities, the PCN must include a compensatory mitigation proposal that offsets
unavoidable losses of waters of the United States or justification explaining why compensatory mitigation
should not be required.
(14) For NWP 40, Agricultural Activities, the PCN must include a compensatory
mitigation proposal to offset losses of waters of the United States.
(15) For NWP 43, Stormwater Management Facilities, the PCN must include, for the
construction of new stormwater management facilities, a maintenance plan (in accordance with State and
local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the
United States.
(16) For NWP 44, Mining Activities, the PCN must include a description of all waters of
the United States adversely affected by the project, a description of measures taken to minimize adverse
effects to waters of the United States, a description of measures taken to comply with the criteria of the
NWP, and a reclamation plan (for aggregate mining activities in isolated waters and non-tidal wetlands
adjacent to headwaters and any hard rock/mineral mining activities).
(17) For activities that may adversely affect Federally-listed endangered or threatened
species, the PCN must include the name(s) of those endangered or threatened species that may be affected
by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.
-._ (18) For activities that may affect historic properties listed in, or eligible for listing in, the
National Register of Historic Places, the PCN must state which historic property may be affected by the
proposed work or include a vicinity map indicating the location of the historic property.
(19) For NWPs 12, 14, 29, 39, 40, 42, 43, and 44, where the proposed work involves
discharges of dredged or fill material into waters of the United States resulting in permanent, above-grade
fills within 100-year floodplains (as identified on FEMA's Flood Insurance Rate Maps or FEMA-approved
local floodplain maps), the notification must include documentation demonstrating that the proposed work
complies with the appropriate FEMA or FEMA-approved local floodplain construction requirements.
(c) Form of Notification: The standard individual permit application form (Form ENG 4345) may
be used as the notification but must clearly indicate that it is a PCN and must include all of the information
required in (b) (1)-(19) of General Condition 13. A letter containing the requisite information may also be
used.
(d) District Engineer's Decision: In reviewing the PCN for the proposed activity, the District
Engineer will determine whether the activity authorized by the NWP will result in.more than minimal
individual or cumulative adverse environmental effects or may be contrary to the public interest. The
prospective permittee may, optionally, submit a proposed mitigation plan with the PCN to expedite the
process and the District Engineer will consider any proposed compensatory mitigation the applicant has
included in the proposal in determining whether the net adverse environmental effects to the aquatic
environment of the proposed work are minimal. If the District Engineer determines that the activity
complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment
are minimal, the District Engineer will notify the permittee and include any conditions the District Engineer
deems necessary.
Any compensatory mitigation proposal must be approved by the District Engineer prior to
commencing work. If the prospective pernittee is required to submit a compensatory mitigation proposal
with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to
submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the
proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of
receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would
ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the
project on the aquatic environment (after consideration of the compensatory mitigation proposal) are
determined by the District Engineer to be minimal, tlfe -District Engineer will provide a timely written
response to the applicant stating.,that the project can proceed under the terms and conditions of the
nationwide permit.
If the District Engineer determines that the adverse effects of the proposed work are more than
minimal, then he will notify the applicant either: (1) that the project does not qualify for authorization under
the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (2)
that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal
that would reduce the adverse effects on the aquatic environment to the minimal level; or (3) that the project
is authorized under the NWP with specific modifications or conditions. Where the District Engineer
determines that mitigation is required in order to ensure no more than minimal adverse effects on the
aquatic environment, the activity will be authorized within the 45-day PCN period, including the necessary
conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that
would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual
mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the
United States will occur until the District Engineer has approved a specific mitigation plan.
(e) Agency Coordination: The District Engineer will consider any comments from Federal and
State agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs
and the need for mitigation to reduce the project's adverse effects on the aquatic environment to a minimal
level.
For activities requiring notification to the District Engineer that result in the loss of greater than
1/2 acre of waters of the United States, the District Engineer will, upon receipt of a notification, provide
immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner), a copy to the
appropriate offices of the Fish and Wildlife Service, State natural resource or water quality agency, EPA,
State Historic Preservation Officer (SHPO), and, if appropriate, the National Marine Fisheries Service.
With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is
transmitted to, telephone or fax the District Engineer notice that they intend to provide substantive, site-
specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar .
days before making a decision on the notification. The District Engineer will fully consider agency
comments received within the specified time frame, but will provide no response to the resource agency,
except as provided below. The District Engineer will indicate in the administrative record associated with
each notification that the resource agencies' concerns were considered. As required by Section
305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer
will provide a response to National Marine Fisheries Service within 30 days of receipt of any Essential Fish
Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of
notifications to expedite agency notification.
(f) Wetlands Delineations: Wetland delineations must be prepared in accordance with the current
method required by the Corps. For NWP 29 see paragraph (b)(9)(iii) for parcels less than 1/4 acre in size.
The permittee may ask the Corps to delineate the special aquatic site. There may be some delay if the
Corps does the delineation. Furthermore, the 45-day period will not start until the wt'tland delineation has
been completed and submitted to the Corps, where appropriate.
14. Compliance Certification. Every permittee who has received a Nationwide permit verification
from the Corps will submit a signed certification regarding the completed work and any required mitigation.
The certification will be forwarded by the Corps with the authorization letter. The certification will
include: a.) A statement that the authorized work was done in accordance with the Corps authorization,
including any general or specific conditions; b.) A statement that any required mitigation was completed in
6
accordance with the permit conditions; and c.) The signature of the permittee certifying the completion of
the work and mitigation.
15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the United States authorized by
the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For
example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank
stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total
project cannot exceed 1/3 acre.
16. Water Supply Intakes. No activity, including structures and work in navigable waters of the
United States or discharges of dredged or fill material, may occur in the proximity of a public water supply
intake except where the activity is for repair of the public water supply intake structures or adjacent bank
stabilization.
17. Shellfish Beds. No activity, including structures and work in navigable waters of the United
States or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4.
18. Suitable Material. No activity, including structures and work in navigable waters of the
United States or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash,
debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
19. Mitigation. The project must be designed and constructed to avoid and minimize adverse
effects to waters of the United States to the maximum extent practicable at the project site (i.e., on site).
Mitigation will be required when necessary to ensure that the adverse effects to the aquatic environment are
minimal. The District Engineer will consider the factors discussed below when determining the
acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic
environment that are more than minimal.
(a) Compensatory mitigation at a minimum 1:1 ratio will be required for all wetland impacts
requiring a PCN. Consistent with National policy, the District Engineer will establish a preference for
restoration of wetlands to meet the minimum compensatory mitigation ratio, with preservation used only in
exceptional circumstances.
(b) To be practicable, the mitigation must be available and capable of being done considering
costs, existing'technology, and logistics in light of the overall project purposes. 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 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, preferably in the same watershed;
(c) . The District Engineer will require restoration, creation, enhancement, or preservation of other
aquatic resources in order to offset the authorized impacts to the extent necessary to ensure that the adverse
effects on the aquatic environment are minimal. An important element of any compensatory mitigation
plan for projects in or near streams or other open waters is the establishment and maintenance, to the
maximum extent practicable, of vegetated buffers next to open waters on the project site. The vegetated
buffer should consist of native species. The District Engineer will determine the appropriate width of the
vegetated buffer and in which cases it will be required. Normally, the vegetated buffer will be 25 to 50 feet
wide on each side of the stream, but the District Engineer may require wider vegetated buffers to address
documented water quality concerns. If there are open waters on the project site and-the District Engineer
requires compensatory mitigation for wetland impacts to ensure that the net adverse effects on the aquatic
environment are minimal, any vegetated buffer will comprise no more than 1/3 of the remaining
compensatory mitigation acreage after the permanently filled wetlands have been replaced on a one-to-one
acreage basis. In addition, compensatory mitigation must address adverse effects on wetland functions and
values and cannot be used to offset the acreage of wetland losses that would occur in order to meet the
acreage limits of some of the NWPs (e.g., for NWP 39, 1/4 acre of wetlands cannot be created to change a
1/2 acre loss of wetlands to a 1/4 acre loss; however, 1/2 acre of created wetlands can be used to reduce the
7
impacts of a 1/3 acre loss of wetlands). If the prospective permittee is required to submit a compensatory
mitigation proposal with the PCN, the proposal may be either conceptual or detailed.
(d) To the extent appropriate, petmittees should consider mitigation banking and other appropriate
forms of compensatory mitigation. If the District Engineer determines that compensatory mitigation is
necessary to offset losses of waters of the United States and ensure that the net adverse effects of the
authorized work on the aquatic environment are minimal, consolidated mitigation approaches, such as
mitigation banks, will be the preferred method of providing compensatory mitigation, unless the District
Engineer determines that activity-specific compensatory mitigation is more appropriate, based on which is
best for the aquatic environment. These types of mitigation are preferred because they involve larger blocks
of protected aquatic environment, are more likely to meet the mitigation goals, and are more easily checked
for compliance. If a mitigation bank or other consolidated mitigation approach is not available in the
watershed, the District Engineer will consider other appropriate forms of compensatory mitigation to offset
the losses of waters of the United States to ensure that the net adverse effects of the authorized work on the
aquatic environment are minimal.
20. Spawning Areas. Activities, including structures and work in navigable waters of the United
States or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided
to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or
smother downstream by substantial turbidity) of an important spawning area are not authorized.
21. Management of Water Flows. To the maximum extent practicable, the activity must be
designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates).
Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high
flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged
or fill material must withstand expected high flows. The activity must, to the maximum extent practicable,
provide for retaining excess flows from the site, provide for maintaining surface flow rates from the site
similar to preconstruction conditions, and must not increase water flows from the project site, relocate
water, or redirect water flow beyond preconstruction conditions. In addition, the activity must, to the
maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream
of the project site, unless the activity is part of a larger system designed to manage water flows.
22. Adverse Effects From Impoundments. If the activity, including structures and work in
navigable waters of the United States or discharge of dredged or fill material, creates an impoundment of
water, adverse effects on the aquatic system caused by the accelerated passage of water and/or the
restriction of its flow shall be minimized to the maximum extent practicable.
23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of
the United States or discharges of dredged or fill material, into breeding areas for migratory waterfowl must
be avoided to the maximum extent practicable.
24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the
affected areas returned to their preexisting elevation.
25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated
marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat
for Federally listed threatened and endangered species, coral reefs, State natural heritage sites, and
outstanding national resource waters or other waters officially designated by a State as having particular
environmental or ecological significance and identified by the District Engineer after notice and opportunity
for public comment. The District Engineer may also designate additional critical resource waters after
notice and opportunity for comment.
(a) Except as noted below, discharges of dredged or fill material into waters of the United States
are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any activity within,
or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of
dredged or fill materials into waters of the United States may be authorized by the above NWPs in National
Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be
authorized in designated critical habitat for Federally listed threatened or endangered species if the activity
complies with General Condition 11 and the U.S. Fish and Wildlife Service or the National Marine
Fisheries Service has concurred in a determination of compliance with this condition.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is
required in accordance with General Condition 13, for any activity proposed in the designated critical
resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities
under these NWPs only after he determines that the impacts to the critical resource waters will be no more
than minimal.
26. Fills Within 100-Year Floodalains. For purposes of this general condition, 100-year
floodplains will be identified through the Federal Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps or FEMA-approved local floodplain maps.
(a) Discharges Below Headwaters. Discharges of dredged or fill material into waters of the United
States resulting in permanent, above-grade fills within the 100-year floodplain at or below the point on a
stream where the average annual flow is five cubic feet per second (i.e., below headwaters) are not
authorized by NWPs 29, 39, 40, 42, 43, and 44. For NWPs 12 and 14, the prospective permittee must
notify the District Engineer in accordance with General Condition 13 and the notification must include
documentation that any permanent, above-grade fills in waters of the United States within the 100-year
floodplain below headwaters comply with FEMA or FEMA-approved local floodplain construction
requirements.
(b) Discharges in Headwaters (i.e., above the point on a stream where the average annual flow is
five cubic feet per second).
.. (1) Flood Fringe. Discharges of dredged or fill material into waters of the United States resulting
in permanent, above-grade fills within the flood fringe of the 100-year floodplain of headwaters are not
authorized by NWPs 12, 14, 29, 39, 40, 42, 43, and 44, unless the prospective pennittee notifies the District
Engineer in accordance with General Condition 13. The notification must include documentation that such
discharges comply with FEMA or FEMA-approved local floodplain construction requirements.
(2) Floodwav. Discharges of dredged or fill material into waters of the United States resulting in
permanent, above-grade fills within the floodway of the 100-year floodplain of headwaters are not
authorized by NWPs 29, 39, 40, 42, 43, and 44. For NWPs 12 and 14, the permittee must notify the District
Engineer in accordance with General Condition 13 and the notification must include documentation that
any permanent, above grade fills proposed in the floodway comply with FEMA or FEMA-approved local
floodplain construction requirements.
O0
O WAT ?RG
`<
RECEIVED
DEC 12 XM
SKIM & CRFFn
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
December 6, 2001
Tim Baldwin
McKim and Creed
5625 Dillard Drive, Suite 117
Cary, North Carolina 27511
Re: SCH File #02-E-4300-0219, EA for proposed Red Bud Pump Station Improvements,
Force Main and Nutbush Interceptor
Dear Mr. Baldwin:
On December 5, 2001, the State Clearinghouse deemed the North Carolina Environmental
Policy Act review on the above project complete (see attached letter from the Clearinghouse). It
is now acceptable to proceed with your permit applications through the Division of Water Quality
for the proposed project. No further actions on the Environmental Assessment are required.
If there is anything I can assist you with, please do not hesitate to give me a call at (919)
733-5083, ext. 366.
Sincerely,
Milt Rhodes
Watershed Planner
cc: Kim Colson, Supervisor, Non-discharge Permitting
Ken Shuster, Supervisor, Raleigh Regional Office
M"M
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Customer Service
1 800 623-7748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
y ••I 1
y
611
North Carolina
Department of Administration
Michael F. Easley, Governor Gwynn T. Swinson, Secretary
December 5, 2001
Mr. Milt Rhodes
N.C. Dept. of Env. & Natural Resources
Div. of Water Quality
Archdale Bldg. - 1617 MSC
Raleigh, NC 27699-1617
Dear Mr. Rhodes:
Re: SCH File # 02-E-4300-0219; Environmental Assessment/Finding of No Significant Impact City
of Henderson - Red Bud Pump Station Improvements, Red Bud Force Main, and Nutbush
Interceptor
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
Attached to this letter are comments made by agencies in the course of this review. Because of the
nature of the comments, it has been determined that no further State Clearinghouse review action on
your part is needed for compliance with the North Carolina Environmental Policy Act. The attached
continents should be taken into consideration in project development.
Best regards.
Sincerely,
6V 1-77
Ms. Chrys Baggett
Environmental Policy Act Coordinator
Attachments
cc: Region K
116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
Ali Equal Opportunity / Affirmative Action Employer
C4nY)t.4;L/

. `OYM [fit
?0
o 0„

6 ?
K
K

t

MEMBlM UNITS
COUNTIES
Franklin
Grarrville
Paraw
VAnce
warren
MVNICIPALMES
6%jnn
craod=-Or
FeAnkWM
Hendanon
Moll
Lau"yrw
Magus
Middleburg
Nornna
Oxford
Roxbm
Stem
Stovall
worrerfor+
Yowngarrlk
r/ I r - • - _.--
KERR-TAR REGIONAL COUNCIL OF GOVERNMENTS
P.O. fox 709 ofC OMWEY DHNE HEIVDBPsm. MC. 37536
PHONE (152) 436•XAD FAX (252) d36-20$
Neil Mallory. ExpewNlro Director
N. C. INTEROOVERNIFNTAL REVIEW PROCESS

This office received the attached information about a proposal which could
affect your jurisdiction.. if you need more information, contact the
applicant directly.
If you wish to comment on this proposed action, complete this form with
comments and return to this office by // - .21-0 1
For additional time past the due date, please contact our office as soon as
possible.
If Ao comment is ,received by the alnrve date it will be assumed you have no
comments regarding this proposal. 42aldz&-z
t,6-,,? ?2
STATE APPLICATION IDEN'l'OUR # - ?QQ r l
(:omN .ENamR:S NAMEMTLE: i.jo&Ll
REPRESEN ING _ Q2' C /? "JQ-: -
(Local Govemment)
ADDRESS
2.7
TELEPHONE - DATE 1 / 1/Y ,1Q / - -- -
COMMENTS (attach additional age(s) if necessary
In-order for the City of Henderson o continue to i4 rove the wastewater
collection systems which is being planned within this project, it is imperative
that these plans for construction be completed. This project will allow the City
to keep pace with the rapid growth in the area and above all protect the environment
including the ecosystems downstream. THe City is presently operating under a
special Order of Consent and this project will bring the City into full compliance
of the SOC. Funds for this project have already been allocated through a Revenue
Bond issuance and bids have been received. TH,e City stands ready to proceed:.with
this project upon clearinghouse review and a State Authorization to construct.
cold 9S0Z90tZ9Z=Q I 2iV.LHHAX LV : 60 T19-93-TT
?MCI?tCREED
January 3, 2001
Mr. Steve Mitchell
NCDENR
Division of Water Quality
1628 Mail Service Center
Raleigh, North Carolina 27699
RE: Henderson Red Bud Pump Station
Dear Steve:
M&C 01406-0001 (40)
Per our telephone conversation of this date, I understand that the portion of our gravity and force
main project which lies within the Roanoke River Basin is not governed by any riparian buffer
regulations.
In addition, the section of the project which is located within the Tar River Basin but is designed
to be within an existing utility easement is exempt from any riparian buffer regulations.
Thank you for this clarification.
Very truly yours,
McKIM & CR D, A.
Mike Perkins
/der
cc: Bryan F. Blake, P.E.
File
5:\1406\0001 \40-Permi0010301 Mitchell. doc
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

Dater Triage Check List
To: RR Steve Mitchell Project Name/" v
?FRO Ken Averitte DWQ Project Number d
E1WaR0 Deborah Sawyer County '^??
[3WiRO Joanne Steenhuis.
[IWSR0 Jennifer Frye
CARO Mike Parker
?MR PEfe t,otwell
From_ Telephone (919) 733-
The file attached is beino forwarded to you for your evaluation. Please call if you need
assistance.

C Stream length impacted
Stream cWberminabon
O Wetland de+.ermimtion and distance to blue-line surface waters on USGW topo maps
El Minim iZ r 2void-=nce issues
C! Buffer 1r Ltes (Ne:ze, Tar-Pamilco, Catawba, Randleman)
Pond fill
F1 Mitigatico Patios
Ditching
CiAre the s;1=zm and or wetland mitigation sites available and viable?
accuracy' - _=:4? `"--`?•`??
Check dezrvings for

alarm :?+u'k f. .
a
~D
C
0 L
a
.-,~s
F
N ufibush I nfi~rce fior
R~
p
3 ~ ~
0
a~
Rid Bud Cr~~k I' r a aII Division 2 - Nufibush Infi~rcepfior
N
Red Bud Creek 16" Parall CITY OF HENDERSON, NORT
0
Z
~0
4.
NOVEMBER 200 INDEX OF DRAWINGS C
Fj~~
'D
I
0
U
DRAWING DRAWING TITLE DRAWING pRgyylNG TITLE
NUMBER NUMBER
G-100 COVER
e ww.., 8 .weir
DIVISION 2 - (PHASE I -FORCE MAIN CON'T)
NUTBUSH INT,~RG~RTOR REPLACEMENT PROJECT/ v Nutbush
b~ Interceptor
RED BUD C~tEEK 16" PARALLEL FORCE MAIN CF-702 PLAN AND PROFILE /STA. 17+25 TO 32+00
P 5
Cb CF-703 PLAN AND PROFILE /STA. 32+00 TO 47+00 HEN PHASEI CI .~:~I rt. F ~ p,
REND' S
CF-704 PLAN AND PROFILE /STA. 47+00 TO 62+50 f ,a
(INTERCEPTOR) e, ' % „~~~"'3 t F~m•. is AA ~ ~ j(
CF-705 PLAN AND PROFILE /STA. 62+50 TO 78+00 - CG-101 GENERAL NOTES, ABBREVIATIONS AND LEGEND g&~ iT' ~ 1 ~t ~~6 R' r ~
r. ~ P ~'9{ g cyan b~ N•• b:: ..ym.Y, ~y,?:.emr
.x. ~
CF-706 PLAN AND PROFILE /STA. 78+00 TO 92+00 r-p~~ CG-102 INTERCEPTOR SHEET INDEX „Z ~ ~„v -
..xd F ~ g ~ Neyv ~ S~~' eaab'av b{H A f-
CF-707 PLAN AND PROFILE /STA. 92+00 TO 95+75
CG-701 PLAN AND PROFlLE /STA. 10+00 TO 24+00
CG-702 PLAN AND PROFlLE /STA. 24+00 TO 36+50 PHASE II ~ ~
CF-707 PLAN AND PROFILE /STA. 95+75 TO 106+00 CG-703 PLAN AND PROFILE /STA. 36+50 TO 49+50 ~ ~
. ~F,.
CF-708 PLAN AND PROFILE /STA. 106+00 TO 117+40 i ~
CG-704 PLAN AND PROFILE /STA. 49+50 TO 61+00 +.a ~ ~a
CF-709 PLAN AND PROFILE /STA. 117+40 TO 132+00 I r
CG-705 PLAN AND PROFlLE /STA. 61+00 TO 70+01
CF-710 PLAN AND PROFILE /STA. 132+00 TO 146+50 .M
CF-711 PLAN AND PROFILE /STA. 146+50 TO 160+13
(FORCE MAIN) Red Bud Creek
DETAILS Force Main
~ .
CF-102 FORCE MAIN SHEET INDEX C-501 FORCE MAIN INTERCONNECTION AND JUNCTION BOX DETAILS r
CF-701 PLAN AND PROFILE /STA. 10+00 TO 17+25 C-502 STANDARD DETAILS 1
C-503 STANDARD DETAILS p
V~ A
SCALE: 1 =5,000
""a"" ~H ~~Rp~ "'~,e
~ ~[VV1o ~ si
d Nq ~ FINAL DESIGN
sEa~ _ NOT RELEASED FO
0~ 13fi69 _oo R z~ ~ ~ ,t, ~ , CONSTRUCTION
0~ ~I i~~• : A ti~,~~-, _ ~q"~,~
~ ~ !
'd~a,.
44! NFM&CREI 'REED
G-100 COVER SHEET
_ Cary North Car( th Carolina

i~
R UI ON L G D
GENER AL CONST RUCTION ND TES
ALT ALTERNATE
AMP AMPERE DESCRIPTION EXISTING NEW ANCH ANCHOR .w
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR T 0 VERIFY SIZE,
ARV AIR RELEASE VALVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS SURVEY BASELINE - - DEPTH, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL CONTACT `NO-CUTS' MIN. 48 HOURS PRIOR TO THE
BIT BITUMINOUS PROPERTY LINE - - ~ - - - BLDG BUILDING ROAD RIGHT-OF WAY - - - - - START OF CONSTRUCTION (1-800-632-4949).
BM BEAM, BENCH MARK 2. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. ENCROACHMENT AGREEMENTS
BOTT BOTTOM lILIIY EASEMENT WHILE WORKING WITHIN THE N.C.D.O.T. RIGHT-OF-WAY.
PAVED ROADWAY CB CATCH BASIN - 3. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF
C C CENTER TO CENTER DIRT DR CRUSTIER STOINE ROADWAY CDT CURB DROP INLET - CONSTRUCTION.
CFM CUBIC FEET PER MINUTE CURB & GUTTER 4. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
C&G CURB & GUTTER TOP OF BANK - - - - - - - - - - CI CAST IRON
CIP CAST IN PLACE WATER MAIN 12"W 5. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS.
CL CENTERLINE, CLASS CMP CORRUGATED METAL PIPE SANITARY SEWER MAIN 12 TC 42-inch 6. TRAFFlC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
CO CLEANOUT -mch 7. CONTRACTOR SHALL RESET ALL DISTURBED MAILBOXES, SIGNS, ETC.
coNC CONCRETE FORCE MAIN - -l2"FM- - 2-inch FORCE MAIN CONC PVMT CONCRETE PAVEMENT ORCE MAIN THE COST OF P OWER POLE BRACING OR RELOCATION AS REQUIRED TO FACILITATE CONSTRUCTION
COND CONDUIT 72"RCP SHALL BE BORNE BY THE CONTRACTOR.
CONST CONSTRUCT, CONSTRUCTION STORM DRAINAGE CTR CENTER GAS LINE 12"G 8. CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS ACCORDING
CTV CABLE TELEVISION TO THE SPECIFICATIONS. ALL CONCRETE AND PAVED DRIVEWAYS SHALL BE CUT WITH NEAT
OVERHEAD ELECTRIC OHE DB DEED BOOK STRAIGHT LINES.
DET DETAIL OVERHEAD TELEPHONE OHT
DI DROP INLET, DUCTILE IRON OVERHEAD TELEVISION OHTV DIA DIAMETER 9. CONTRACTOR SHALL COORDINATE WITH THE CITY OF HENDEPSON FOR ANY SCHEDULED DISRUPTIONS
DISCH DISCHARGE UNDERGROUND ELECTRIC - - - - UGE - - - - OF THE NORMAL OPERATION OF SEWER OR WATER SERVICE ~~8 HOURS IN ADVANCE.
DWG DRAWING UNDERGROUND TELEPHONE - - - - UcT - - - - CONTACT BRICE MENDENHALL, DIRECTOR OF UTILITY OPERATIONS AT 431-6105.
E EAST UNDERGROUND TELEVISION - - - - UGTV - - - - 10. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONSTRUCTION.
EA EACH CONTRACTOR TO COVER ASPHALT WITH SAND PRIOR TO PLACEMENT OF EXCAVATED MATERIAL ON
EAP EXPOSED AGGREGATE PAVING WEIIAND y EL, ELEV ELEVATION W W i i Y N PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY.
ELEC ELECTRIC, ELECTRICAL 11. CON TRACTOR SHALL NOTIFY THE REGIONAL LAND QUALITY DIRECTOR AND OTHER APPROPRIATE AGENCIES
EMER EMERGENCY CONCRETE EDP, EP EDGE OF PAVEMENT d TWO WEEKS PRIOR TO THE BEGINNING OF CONSTRUCTION.
,..~..r , r ;....,..y..y,..,.v..z EQUIP EQUIPMENT BUILDING 12. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE
ESMT EASEMENT , EW EACH WAY, END WALL ' DITCHES, CREEKS AND WATER COURSES DURING CONSIRUCTION.
DIRECITON OF FLOW EXIST, EX EXISTING 13. ALL ASPHALT, CONCREIE AND GRAVEL PIPE CROSSINGS SH"!.!. BE OPEN CUT UNLESS OTHERWISE
GROUND ELEVA 110N 7.26 7,26 FL FLOW LINE t6 SPECIFIED.
FLC FLANGE SEWER MANHOLE Qs ~ ~ 14. ALL TRENCHING AND EXCAVATION OPERATIONS SHA
FLR FLOOR VALVE D4 FM FORCE MAIN LL CONFORM TO OSHA STANDARDS. CONTRACTOR TO UTILIZE TRENCH BOXES AS REQUIRED FOR .'IPE LAYING OPERATIONS. MAXIMUM
FT FOOT, FEET FlRE H?DRANT is TRENCH WIDTH IN PAVED AREAS SHALL BE 6'.
G GAS LINE, GUTTER WA1ER ME1ER
cA GAGE MONITORING WELL 15. ALL ELEVATIONS SHOWN ARE MEAN SEA LEVEL
GAL GAGALLON GALV GALVANIZED REDUCER 16. CONTRACTOR SHALL REMOVE AND REINSTALL ALL PLANTINGS, STRUCTURES AND LANDSC APED
GEN GENERATOR AREAS TO FACILJTATE CONSTRUCTION.
GPM GALLONS PER MINUTE CLEAN OUT o •CO ~CO 17. CONTRACTOR IS RESPONSIBLE FOR ALL SEWER BY-PASS PUMPING OPERATIONS. COMPETENT OPERATORS
HP HORSEPOWER BLOW OfF o SHALL BE ON SITE AT ALL TIMES BY-PASS OPERATIONS ARE IN PLACE. REPORT ALL SEWAGE SPILLS
HwY HIGHWAY AIR RELEASE VALVE o ARV ~utv TO N.C. DEPT. OF WATER QUALITY AT 571-4700.
ID INSIDE DIAMETER CURB DROP INLET ?
INV INVERT CATCH BASIN IP IRON PIPE, IRON PIN
IPF IRON PIN FOUND UTILITY POLE OPP
IR IRON ROD tIGH1POLE o-o
JB JUNCTION BOX SUPPORT POLE o
Kw KILOWATTS LANDSCAPE UGHTTNG ~
M METER U]1LI1Y PEDESTAL
MANUF, MFR MANUFACTURER GUY WIRE MAT'L MATERIAL
MAX MAXIMUM BOLLARD o eoL
MGD MILLION GALLONS PER DAY MH MANHOLE MAILBOX oMs
MIN MINIMUM SIGN
MON MONUMENT ~ UAU1Y MARKER II
N NORTH
N&C NAIL AND CAP IRON PIN o
NEC NATIONAL ELECTRIC CODE BENCHMARK ~
NGS NATIONAL GEODETIC SURVEY NO., # NUMBER SURVEY CONTROL POINTS ~ (HT 101, NC 102)
NTS NOT TO SCALE MONUMENTS' (R/N; PROP.) o
;~k; OC ON CENTER TREE
OD OUTSIDE DIAMETER `
SHRUB PI POINT OF INTERSEC110N
PL PROPERTY LINE
PNL PANEL PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE, POINT OF VERTICAL CURVE PVMT PAVEMENT
QTY, QUAN QUANTITY
RCCP REINFORCED CONCRETE CYLINDER PIPE
RCM ECLAIMED WATER MAIN
RCP REINFORCED CONCRETE PIPE RED REDUCER
REF REFERENCE
REINF REINFORCED, REINFORCING REQ'D REQUIRED
REV REVISION
ROW, R/W RIGHT OF WAY RT RIGHT
RU REUSE WATER MAIN
RW RAW WATER
S SOUTH
SCHED SCHEDULE SD STORM DRAIN
SF SILT FENCE
SHT SHEET SR STATE ROUTE
STA STATION
STD STANDARD S/W SIDEWALK
TCP TERRA COTTA PIPE TELE, TEL TELEPHONE
TOB TOP OF BANK
TOS TOE OF SLOPE TPS TURN POINT SET
TYP TYPICAL
UL UNDERWRITERS LAB
LINO UNLESS NOTED 01HERMIISE
USCdcGS U.S. COAST a~ GEODETIC SURVEY USGS U.S. GEOLOGICAL SURVEY
V VOLT
VC VITRIFIED CLAY VERT VERTICAL
VOL VOLUME
W WATER, WATT, WEST, WIDE
w/ WITH
WM WATER METER, WATER MAIN wP WATERPROOF, WEATHERPROOF
WV WATER VALVE
SEAL SEAL
DATE: NOVEMBER 2000 SCALE MdcC DWG NUMBER ivision
MCE PROJ. # 1406-0002
Rari Ri irl (:r~i[ 1~A Pn rs~ llal ~nr~o AAo In _ _ _ H~RI7~NTAI ~
SUL r 1Y1-1V11?1V %j-JJ.:LL
131/P NORTH CAROLINA .r.¦w 'WIN w I vw irwwI I TWO vv IwIQII 1 UKAWN CJB - - 50' SNtti NUMtit( 1" = us Interceptor Replacement Project DESIGNED CJB/TJB 101
5625 Dillard Road, Suite 117 VERTICAL: CHECKED BFB
Phone: [phone] Fax: [phone] PROJ. MGR. TJB in = 5'
Y Cary, North Carolina 27511 OF 1#4 .0
WASTEWA (~-29•a~ kSTEWATER SYSTEM IMPROVEMENTS Hera Notes, Abbreviations an Legend STATUS: MY, RENSION
REV.NO. DESCRIPI)ONS DAB Internet Site: http://www.mckimcreed.com
REVISIONS

T.
suxr AT EXBTNOIFMWgMe
,pE•,~•, rfw re~ errnss rrrro
~ OE~AIL ON 9ff1' C-SOJ.
c~ g
NUTBUSH CREEK
r
CG_~~2 CG-703
1
~ ~
HORIZONTAL SCALE• 1 lN.=200 FL
200 0 200 400
¦ ¦ ¦ _ MkC DWG NUMBER
ivision DATE: NOVEMBER 2000 SCALE MCE PROD. # 1406-0002
DRAWN CJB HORIZONTAL: Sf{EET NUMBER
~`"`~r ~ ~V,Mi'IQMf~CREED I ~inrrru n n ©ni ini n _ . _ _ _ _
IVV1111-1 <+H1~IVLIIYH u us Interceptor Replacement project DESIGNED CJB/TJB 11 50"
SEAL 00 ~sy 5625 Dillard Road, Suite 117 VERTICAL CHECKED BFB CG-10
~r Phone: [phone], Fax: [phone]
= Cary, North Carolina 27511 0 PROJ. MGR. TJB 1" = 51 OF
rH • P~ 4 DD D Xi '(i I r 1b WASTE P SS tjG EADwo s G2Exic W 29 z WASTEWATER SYSTEM IMPROVEMENTS Sheet Index STATES: aE„SION
REY.NO. DESC?GPTIONS DALE toot ~,~te~
REVISIONS Internet Site: http: //www.mckimcreed.com

- UTILITY LOCATION:
NOTE 1: THE CONTRACTOR IS TO VERIFY THE SIZE,
CONTRACTOR TO COMPLETE INSTALLATION OF INTERCEPTOR TO DEPTH, MAIERIAI AND LOCATION OF ALL
MHO 4A AND NAVE OPERATIONAL PRIOR TO CONTINUING CONSTRUCTION U11LIlES PRIOR TO THE START OF
BEYOND MHO 4A. CONTRACTOR TO COMPLETE INSTALLATION FROM MH# 48 CONSTRUCTION.
TO MHO 5A INCLUDING JUNCTION BOX ~i AND NAVE OPERATIONAL PRIOR TO
INSTALLING LINE BETWEEN MHO 4A AND MH# 4B. d
PLUG 24" INV. OUT AFTER NEW LINE IS OPERATIONAL. ~ N
CONTRACTOR TO PROVIDE BY-PASS PUMPING WHILE INSTALLING THIS LINE SECTION.
CONTRACTOR TO CONNECT NEW 18" PVC, SDR-35 AT CONTRACTOR TO REMOVE BEFORE YOU DfG ! 0
0.15 SLOPE FROM EXISTING MANHOLE TO MH# 48. CONTRACTOR TO & REINSTALL EXISIING STORM k
PROVIDE TEMPORARY BY-PASS PUMPING AS REQUIRED. DRAINAGE ~ PIPE AS REQUIRED CALL TOLL FREE
A, 6p
1 1 CLEARING LIMITS TYP ~ " 1-800-632-4949
e' MH 2B 6'~ ( ) a5 ~1~ h ~
ST . 11+34 Y~ NET 0 N SSMH o• 29 1 n 2•>- STRAW 1N VER E TIRE 6• ~ ,
TOP=364.71' ~6 ~y ~y ~ N 946060.43 WIDTH OF DISTURBED AREA _ ~ oy ~ ~ ~ ~6 E 2173070.25 INV.IN-358.52 y• 24 DIP + ~ Y' U L O C O EXISTING " ~
INV.OUT=358.12' t ~ TREE LINE MH 6 6 ~ h i : r; ;a~~. ~
XIS NG ~ 89 ST . 22+48 1~° ~ ~ ~ $19 `l 'S : ~ , 6
COLLECTION TRAP E TI TREE LINE X16' ~ ~1a~ N 945553.72 ~ . !'a~: ~ ~ ~ PERMANENT ~
ssMH EXISTING E 2172192.4 i UTILITY EASEMENT ~,,,,a.. MH 5A 6 ~ f ~
INV.IN=358.27 TOP=363.21' b RECONNECT EXISTING 4" " INV.IN=359.06' A " TREE LINE 24 DIP ~ . , SEWER SERVICE INTO NEW 42 x ~T . 19+87
INV.OUT=358.93' MH 2A 6 ~ h~ 945742.18 'S p2 ~ 4'TC 9 TOP=370,81
ST . 11+21 W/ NEW C/0 AT EASEMENT ch 8• 2 1 _ ~,1~ E 2172372.90 ~y6 ~ INV.IN-363,81
N 946073.08 ~ 61• MH 3 6'~ ERMANENT E 2173071.95 FT ~ ST 12+96 UT1LIlY EASE EE NOTE 1 MH 48 6'~ ~ 6~'~ 1 INV.OUT=363.77' (n ~ ~1n~ ~ ~ r
0 16 MENT N 946082.18 ST 17+99 2 'y6 H 48 6 ~ ~ ~ ~ T . 17+99 Z 1k ~
2172909.28 LEAKING LIMITS TYP SSMH N 945867.72 ( ) TOP=367.80' ,~66 1 945867.72 56 ~
CONTRACTOR TO INSTALL & PLUG ~ ' o _ ' ~ ~ a MH 4 6 ~ ~y0 INV.IN-361.56' E 2172457.7 2172457.7 LASS TRIP-RAP, 30~x~0"
(5 MIN.) NEW 42-INCH PIPE, ~ INV.IN=360,63' g9 PROFILE ~ ST 15+91 _ 1~. ~ 9g ~ a SILT FENCE Zap 1~. ~ ~ ~ye (MIN. 18 DEEP)
INVERT SHOWN IN 459 ~ INV.ouT-3so.so' ~ ~ y~ N 9 71.70 9 ~ PLUG 24 INV. IN. AFTER NEW 1 ~1 ~'S ~ 6g. ~ / SSMH 'y6 /~<24 TC TOP=368.39'
LINE IS OPERATIONAL 2-~ E 2172635.75 ~1 ~ nc CMU 9 - 9 ~ - / ; ~ INV.IN-363.20' TEMPORARY
09 24"r Wq 6~' C 1 09 ~ ~ U INV.OUT-361.09' by 6 ~ y/ ~ ,y51 • CONSTRUC110N
SSMH o 4 / ~ / / EASEMENT / JUNCTION BOX N0. 1
TOP=366.88' yy y 2 INV,IN=359.5 ~ 1 6y• 24"TC ~ e / ~ ~ N ~ ~y / (SEE SHEET CG-501) CLEARING LIMITS TYP
INV.OUT=359,39' ~ y ~ y y y. / ~ ( )
6 9 6 yo5 c N N / I ~ FENCE ~ / ~5
~ ~ ~
yo`~ SILT S MH ~ d y ~ ~ a a ~ ~ ' ~ CONTRACTOR TO USE SELECT FILL
FENCE TOP=368.95' MH 4A 6 ~ HOUSE 14"OAK 2 eC 1 1~ INV.IN=360.08' ~ 24" A (2 . 2a" A ~y At AS APPROVED BY ENGINEER. CONTRACTOR
o`~ TEMPORARY yo ST 16 87 0~ ~y~ ~y INV.OUT=359.93 N 945912.33 ~6°`• a ~ ~ SHALL GRADE & STABILIZE NEW FILL
CONSTRUCTION "d EASEMENT E 2172560.01 1s"oA ~6° p. - ~ MH 4C 6 ~ MINIMUM 25~ FROM CL OF INTERCEPTOR PIPE.
y6 ~ 16"p ,~~0• CLEARING LIMITS (T1'P) ILT FENCE D.I. ~6 PHONE ST . 19+02 1s"o ~ CONTRACTOR TO COMPACT FILL TO MINIMUM
~ ~ ~y6 o.l. PEDESTAL N 945826.35 OF 95~ STANDARD PRECTOR DENSITY BELOW E 2172362.96 ELEV. 365.0
AREA LIGHT ON POLE
REMOVE AND REINSTALL .WETLAND POINT LOCATIONS:
WET SITE A
FLAG. CIA,. S~.
BORE do JACK CROSSING Al 18+77 34 RT. HORIZONTAL SCALE: 1 IN.=50 FT. A A2 18+81 12' LT. 50
40 LF 60" STEEL ENCASEME~I PIPE ~E~I PIPE ~ 0 50 100 ~ A3 19+04 11~ RT.
(MIN. 0.50" WALL THICKNES~ S~ A4 19+20 6 LT. 5 0 5 10
A5 19+05 36 RT. VERTICAL SCALE: 1 IN.=5 FT.
_ . < < _._.W...
_....W . . . _ _ ~ . . W. u.. _ _ . _ _ ~ _
_ _ M..~..__ N. .~_~w _ _.~~._W .
_ _ _ _ _ . _ . _ _ _ L_. _ _ _ ~ oo _ ~ ~ ~ _.~..W. .
385 _ m. _ _ _ _ _ . . .°~au, _ . o ~ . w., 8
_ _ _ _ . _ _ I . _ ...._v.._ w... _..w _ . _ . _ _ _ _ _ _ _ . ~ _ _ I_.. _ . I o _
, _ ~ w. _ _ _ ~ _ _~w _ _ _ _ _ _~w _ o0 , _ ...w~......._ w__._ _ _ . I . o ~ ~ .
. . __..~v_ _ _ ~ c~ . ~ .d. _
_ . _ _ _ ~ _ - ___o _ . _ p . ~ ~ t7 ~ ter- _ _ .N....II ~_..__.,....w.....W...-~..._..~.~._........____... .W_~__~.~ NM. F.-
380 _ _ _ . _ _ . _ _ . _ _ _ . ~ ~ ~ _ o ~ ~ , . _ . _ _ ~ r,, .ll ~ _ _ ~ 380
_ _.W v_... ~ N o~ . ~ c~ ~ { ~ , . rn - . _ _ v. ~ ._......v________________~__......_.~~._
.....w w~... t00 ~ + ~ ~~_IL ~ ' ~ > > _ ~ _w .._....._..._..~p.... ___~.._W. . QA~ ~ . ..w._..~ W _ ~ _.w...
_ . L _ . _ _ _ _ _ v... _ _ _ . . _ _ - ~ ~ co t0 I
_ _ _ _ _.v.. _ N ~ II d. _ _ . _ _ _ _ _ ,r _ _ . _ _ _ _ ~ ~ ~ , _ _ N ~ ~ _ _ _ _ ~ , ,..._.~Lw.. ~ ,._._.W_ ~ , w..__~ _ .W.__.~~ ; _~y_ 30.X3,0_...... v._ ~..__,._...~..,.~_w
375 _ o ~ _ _ ~ _ _ ~ _ _ ~ _ i w. ;-1- ~p f- v E 21- v I - , ~ _ , . MIN: 18".~D EP W ~ ~ ~ 375
r N Z ~ .y.. Z ~E ~.~..W._... w ~ _..e~ ~ _
I © ~ _ _ ~ __.W_._. _ . I . I , _ _ _ _ _ , W ~~._.Q _._~w ..w... , W......._ _ ~
Is n W_~ ..~.......~~~~a.~ w~~ .w_~W~_ _ ~~_-_....w_.W~. .
_ _ ~ , . _ _ _ _ . ..w , . ~ . W . a~~ _ ~ _ _ -CON RACTOR _ TO EMO _ ~ _ ~ . _ ~ ~ _ .w.,
. 3 370 _ _ _ _ _ _ _ _ _ _ . . I _ _ _ _ REIN TALC ;AND EGRADE µW . _ . ' _...r . _ .M._.. .._w..._ r 370
_ . ~ _ rrc _ _ _ ~~i>~ ,
_ _ _ _ I I _ . r ~ I t~ . _ _ _ I_.__._... G . _ _ _~~~L_ ~
_ I ,EXISII G _ S AW TH -N T _ _ _ _ _ ~ - _ . _ _ i I _ _
f # _ .~w.... _ ~ _ D S ED REA _ _ W~, v...._. _ _ . . -
_ . . ::.QF . _I. N _ s ~ I 365 _ _I~I hill=l Ihl I~LI _ , _ = nch 4U~Tft r ~ l ....E LOPE~01 _ , _ . _ , .....v~._~.~..
- - - ~ 365 - , w___.. , - -
_ _ _ _ _ S~LOP~ ~:17~ _ _ _4 -inc . _ _ _ =Or1 2-in h__ 2 5ft _ _ 1 2ft~-- LdP . , .:w w . ' W ....E
• _ _ _ _ _ ~ _ E~ ~ a .
_ _ _~~s -LINING- e_ . . d~ ~ _
360 _ _ i _ v . _ _ _ _ ~ _ _ . . _ _ _W v.. w...w v~ - _ - ~1~iN~...~~._
_ -.1nc _ _ _ SP CIAL LININ . _ _ _ _ _ DI_ W _ - - ..M.___ _I _ - _ III IIhIIII. _115 t. .v... . _ . ~ {~I II=I I~ I hI I_ I _ .w..,.._ ~ , ._.~_v..
W _ _ SPE AL L NINE DI W. PEI • L ~I ING..W_ ~ , 112 t..._~... _r... ._....10 fi:.. = _ _._JUNCTI N. B0~ .NO. 1 w
1 ft I _ I _ S , . t ~ E _ _ - .....v._.... ~ .r_.__~. -.~W - _
_ _ _ 24 . TC T _BE EMOVED. __SE . _ . . _ _ _W_ _ _ _ _ _ LOF =0,1 ~ I 2-ink ~ . . ~ ~ ~III_ 2 _mcfi 2-inch W_.. 42~i ch.._. d _ ..~L ~ v_ . _ _ KING - . ~ ~ .
355 . . _ _ _ _ _ P N VIE ND NOTE ABO ~ _ _ _ _ 3 _ _ ~ P~CI L .~I SPEC AL LI, _ 355 P~C1~L~'fii Intl.. ~ . C'CA ~1IVIIV _ _ ~ _ f _
{ I _ 42 _ nch _ I . - ! I ~ ~ __........_..._...._.._...._...~._.............,....._~w..__.. _ . ON ACT TO ' SE.:S LECT ILL.. ~ _ . w~T ~~T~ W ~ _ ~ _
~ I _v_ ~ _ d.. e..v _ _..._.....w... W____~ ~,.~~~~w.,..w W.~.__ _ CTOR....... ~
E. _ i .4{ _ _ a___. _ - _ _ _ . - _ _ - _ _ I SHA GRA E &-~~TABILI E NEW FILL ~ ~_....a.~ ~ . ~ ~ ......~w.....~ ._E_.._ _E . W._~.~. .w. w.,_~ y _ -...W.. .
a f w _ MIN,_~0.50_. WALL. CHICK ESS _ ~ ~ o ~ ~ ~ _ ~ _ . _ _ _ _ _ . :JJ .v.. .a,,.. ....~.w,_.. ) ~.._..w... ...............MINI Utvi._~2 ...FIFO ..CL ~".1NTE~ROED R. Pi E._...._._ ~ _ _ ~ . ~ _ _ _ L I _
350 ~ ~ l E a......... I. ~ _ II~J! 350
_....w. I _ _ ~ L.._.. OF 93~ ST NDAR PRE TOR ---DENSI BELOW- w.. _w__~... ELEV..365 . _
_.a. _ _..._.l ~ _ _ _ ~ _ _1 ~ _ ~ _ ~ ~ . ~u.~ _ . W~... w~ ..w ~ . ~ , _.v _ ~ .
E 'i • ~ ~s .-.E..,...._.,,. .,.....p,. ....,p, _ .l......,.,.... ..__...M,.. N h N) M DO 0...... . _ O~ p, w..~_.._~__............_»
lt1 d he N M M •t t0 ~ m M _ ~ ~ _ ~ . rp ' y ~_~._._..,.....w._w 40........_ .........c0,_.........._....._........t0 1A.. t0............ ........lD.....,...__.,.. ..........Ep ? ._..._....lp... lD.,... h....._.,...._,. h .....,h1....
_ ~ M ~ ~ W_W. ~ M! ......M _ M ~ M_......_ M M . N1.. _ .._..M _ M ~ ...t7..... . M . "f ~ ~ ~ _ . . ~ ~ 345
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 2~+00 24+00
¦ ¦ ¦ MkC DWG NUMBER
SEAL SEAL ;rmr,,grrr~ IV~sIOn DATE: NOVEMBER 2000 SCALE
~~N CAfip~ MCE PROJ. # 1406-0002
~ ~(('l~'~EESSIp . 9 DRAWN CJB HORIZONTAL: SHEET NUMBER
c`.~ ~dv ~.A ~L . n'~ I NI"~~TI-1 f`_~I~CII INS ~i..~i...._~. i_a_~___~__ r~?_--~- ti.- = 50'
SEAL 5625 Dillard Road, Suite 117 CHECKED UJU/BFH VERTICAL: CG-7
13669 ,L 2 Phone: [phone], Fax: [phone] Plan and Profile PROJ. MGR. TJB 1- - 5OF
Cary, North Carolina 27511
WASTEA 1 CHANGED CLOSED PROFILE 10 DUCTILE IRON FROM Mli 2A TO MATCNLNE STA. 24+00 10 id 01~Y 1 / / I 1. 13 VASTEWATER SYSTEM IMPROVEMENTS Sta. 11k21 to 2400 STATUS: flEYSON
tREV.NO. DESptIPTiONS DALE A4PIIIPIN~ poor. subffifteu
Internet Site: littp://www.mckimcreed.com REVISIONS J

MOTE .
CONTRACTOR TO COMPLETE INSTALLATION OF INTERCEPTOR TO MH# 8
AND MAKE INTERCEPTOR OPERATIONAL PRIOR TO CONTINUING CONSTRUCTION BEYOND
MH# 8. CONTRACTOR TO INSTALL 25 LF OF NEW 8" PVC, SDR -35 AT
0.5% SLOPE INTO MH #8. CONTRACTOR TO PROVIDE BY—PASS PUMPING
AS REQUIRED. ONCE DOGHOUSE MANHOLE IS OPERATIONAL, THE CONTRACTOR
SHALL PLUG DOWNSTREAM 8" TC PIPE IN DOGHOUSE MANHOLE.
51 CLEARING
25 LIMITS (TYP)
42, j�ch EXISTING TREE MH 7 6'0
LINE (TYP) 6 STA. 26+48
-� i,)$ N 945246.71 5p
24 "rc --�� E 2171936.43
PERMANENT +
UTILITY EASEMENT —,
5 24"TC
SILT FENCE o
SSMH
TOP=370.34' 6�° CLEARING
g$ INV.IN=364.44 '\O 4-
S6
INV.ouT=364 ' LIMITS (TYP)
U
3 0+-,23
N 944897. 0
E2171S 30
304-00 r, -5i�� 1.
SSMH
TOP=374.61'
INV.IN=368.98'
INV.OUT=368.82'
l � ,566 a6
LIMITS
F WATERS OF U.&
561)
K 24'TC
ro
SET NEW 4' DIAMETER
565 SSMH DOGHOUSE MANHOLE ON
SSMH TOP=374.08' EXISTING 8" TC PIPE,
g� INV.IN3 65.7,7' 65�� INV.IN=366.08'g WITH APPROX.
_50L INV.OUT=365.15`9 INV.OUT=36�4� INV. OUT=367.71
SEE NOTE 1 +
'b
8
5
CLEARING —
LIMITS (TYP
g
1' 6�kpg
(-A
RCP
inch -5b"
1
CLASS I RIP RAP
30'x50'
(MIN. 18" DEEP)
UTILITY LOCATION:
THE CONTRACTOR IS TO VERIFY THE SIZE,
DEPTH, MATERIAL AND LOCATION OF ALL
UTILITES PRIOR TO THE START OF
CONSTRUCTION.
%n_
tQic) �\
p�6 MH## 10 6'vS �•�v
ST.4. 35+90
5a N 944364.39 �, n
�
EXISTING
REE E 2171609.2
STLINE(TYP)34I4A. +0
`
N 944509.68 (P35+00
E 2171646.54 4 _finch
-------------
EXISTING TREE
TEMPORARY LINE (TYP)
CONSTRUCTION EASEMENT
s ' SSMH L CLEARING
TOP=375.96'
INV.IN=368.5LIMITS6' (TY')
$O INV.OUT=367 �e
y6� SILT FENCE �6
HORIZONTAL SCALE: 1 IN.=50 FT.
50 0 50 100
5 0 5 10
VERTICAL SCALE: 1 IN.=5 FT.
SEAL
,�^I,II NIIIII
CARO II",,.
. r1t
SEAL
13669
1 CHANGED CLOSED PROFILE TO DUCTILE IRON FROM MATCHLINE STA. 24+00 TO MH/ 8 10/18/01
REV.NO. DESCRIPTIONS DATE
REVISIONS
NC]CMCMD
5625 Dillard Road, Suite 117
Phone: [phone], Fax: [phone]
Cary, North Carolina 27511
Internet Site: [Ittp: //www.mckimcreed.corn
CITY OF HENDERSON
NORTH CAROLINA
WASTEWATER SYSTEM IMPROVEMENTS
Division - 2
Nutbush Interceptor Replacement Project
Plan and Profile
Sta. 24+00 to 36-F50
DATE:
NOVEMBER 2000
MCE PROJ.
# 1406-0002
DRAWN
CJB
DESIGNED
CJB/TJB
CHECKED
BFB
PROJ. MGR.
TJB
[STATUS:
SCALE
HORIZONTAL:
1" - 50'
VERTICAL:
1" 5'
71 sub I aj
M&C DWG NUMBER
SHEET NUMBER
G-70
OF
REVISION

UTILITY LOCATION:
NOTE: THE CONTRACTOR IS TO VERIFY THE SIZE,
1. CONTRACTOR TO COMPLETE INSTALLATION t DEPTH, MATERIAL AND LOCATION OF ALL STALLATION OF INTERCEPTOR TO UTILITES PRIOR TO THE START OF
MH# 15 AND HAVE INTERCEPTOR OPERAl10 OR OPERATIONAL PRIOR TO CONTINUING CONSTRUCTION.
CONSTRUCTION BEYOND MHO 15. 5.
2. CONTRACTOR WILL HAVE POWER POLE REL( WILL BE INCLUDED IN PROJECT. ;R POLE RELOCATED, COST OF RELOCATION
BEFORE YOU DIG .
3. CONTRACTOR TO CONSTRUCT JUNCTION B0. !UNCTION BOX N0. 2 OVER EXISTING 24" TC
O SEWER. ONCE DOWNSTREAM INTERCEPTOR I'. 2 SHALL B " TERCEPTOR IS OPERATIONAL, THAN FLOW
E DIVERTED AND EXISTING 24 INV i1NG 24" INV. OUT SHALL BE PLUGGED. CALL TOLL FREE
CONTRACTOR TO PROVIDE BY-PASS PUMPII PASS PUMPING AS RE UIR Q ED. " SSMH
4. CONTRACTOR TO RE-ESTAB g1 LISH ROSS MILL , H ROSS MILL ROAD W11H 8 CABC SURFACE. ToP=3x1.13' 3 1-800-632-4949
MH 11 6 ~ INV.IN=371.46' ~ \ INV.OUT=370.42' ~
ST . 39+38 JUNCTION OX N0. 2 U L O C O
a eg N 944016.77 0'~ ~ ~ ,~$6~ MN 13 6 ~ ~ MM (SEE SHEE C-501) 15 6~
E 2171625.54 ST 43+68 CLEARING LIMITS (TYP.) 1 ST . 47+42 ~ CLASS I P-RAP, 30'x30'
~y1 g1g 656 N 943653.61 SEE NOTE 2 N 943326.39 MIN. 18" DEEP ( )
~ ~a ~6 E 217146 ° ,~61 ~ 8.46 ~ ~ CLEARING II~ITS TYP. E 2171355.67 CLASS IRIP-RAP, SSM " O
5~ ~ ( ) ~ ~6 1 ° EXISTING TREE SSMH H 30x15 (MIN. 18 DEEP) tEE SEE NOTE 1 TOP=383. ~
MH 12 6~ aka a~1 uNE TYP ~5 ~ ~ ~ ( ) . O a5 TOP=381.65 INV.IN=371 2' MH 15A a. INV.IN-370.41' 6 _
( oti ST . 40+68 ~ ~ - n 1 11 11' ~6 v , ~ ~ti o N 943950.15 ~ 52 INV.OUT=310.27 .r~, INV.OUT 11.8 ST 48+55 ~ .t, ~ ~ ~ N 943236.48
~ ~o ~A. ~ 1y. MH k E 21 ~ 6~. ,p ~ 71513.91 h n:4;. O , ,;t 6 171295.54 ~
~ IC1 24 RCP ST , oA ~1' 2 ~ ~ 16 ~ 61 ~ N 94, ST ~ 1~ 45+48 ~ ::Y
1 g. SSMH ~n ~ 2~ c 1 ~ _ 9 P k h E217 5 N 943520.23 ~~5 v ~ ' ' E 2171347.60 ~ ~ hC
~ TOP-374.74' "5 RG ,n I _ a 1 ~ 6~ ~ INV.IN-369. ~ ~ ` V a
1 ~ ~ GP 'S~ INV.OUT .09' SSMH ~ ~ R 9 6 a ~ 8 0 ...,f~"RGP ~6~ ~5 'S 'L''~.,...
_ 2 60 TOP=376,91 Y ABANDONED SSMH '~6SSMH INV.IN=370.11' ~ 24 DI
~ TOP=376.92' INV.OUT=369.99' 1 'S • ,f
EXISTING TREE 661 INV.IN=369.62' ti ABA q0 ~ ABA q0 /5S H ~ SSMH a~ _ CLEARING (,V
LINE /TYP V T=369.78' Al ~ ~ l ) 6 66 6 PERMANENT U~I 1~ SSMH 5 ~ ~ F Q ~y"I TOP-3 t1pT ~ o ~ LIMITS (TYP) INV.IgI 70.46' .,J
~6 _ 6~e EASEMENT ~ SILT FENCE (TYP) TOP-376,1x' SILT F INV.OUT=370.39' 62 SEE NOTE 3
(n _ ENCE TYP g INV.IN-369.49 ( ) 0• ' ' ~8~~ 3 ~ EXISTING TREE
1 INV.OUT=369.45' TEMPORARY CONSTRUCTION V, ~6 SSMH +~6 EASEMENT TOP=377.64' SSMH ~ _ ~ TOP-377.64 ~ LINE (TYP)
INV,IN=370.41' ~F ~NV,IN=370.41' 691 'J''
INV.OUT=370:39 NV.OUT=370:39 J 9 A6 CHECK DAM ' ~ TEMPORARY Q
~Q CONSTRUCTION EASEMENT
a~~ p
X56 ~ SILT ~ ~ ~ FENCE (TYP) Q 6
HORIZONTAL SCALE: 1 IN.=50 FT.
50 0 50 100
5 0 5 10
VERTICAL SCALE: t IN.=S FT.
. _.....w_. _
~.v.... _ _ _ ~ ~_W _e.~.. . _.w _ __.._~_W_ _w.. ~ _ ~ __W.
.v.._. - - - _ - _ ~ O _ ..__„~..V. _ - _
. ww_ ___.._._w.~..~ .
95 - ~ _ _ . 3 _ _ . -..__.......v...~__~~~_ w.~;_ . ~ a. o
s W _ _ _ _ . ~ . . ......w. . _ . ._v _ .395 _ ~ _ _ v _ I _.__e. ~ _
_ I . _ _ _ _ w..
_ ~ ~ _ . _ . _,~o ~ _ _ s ~ . I . r
i _ d_ _W... _a._. ~ o... ~ . W . .._~_w~._ . ~ 1 ~
. - .....W__ _ .W.. , V ~ 1 I_ ~ 00 II _ r- - ~ ~ ~ I
390 _ _ _ . _ _ I _ . _ © . _ d' _ ~ ~ w.....,.. 390 ~ . ~..~_..._.~~.w._.. _
~ _ _ _ . o _ o ° ~ . ~ _ ~ y..~ _ ~ _ v..____ , o ~ ; _ .__..W o ~
_ _ _ oo~.~__._~.. _ . ~ _ _ . _ ~ w_.~.
_ _ _ , _ - . _ cn _ . . _ co _ of IL ~ ~ _..a~. ~ ~_..t~-I ~ e ~ ~ _ ~
_ _ _ M _ ~ _ _ _ _ _ _ o . ~ I, _ _ . d- Z M Z ~ ~ U ~ ..u.W._ . ~ _ ~ , ~ _ ~-.II - - _ d- . w
3 _ _ 85 • ~o _ _ . ~ k _ . _ . ~ _ r,7 _ . _ _ _ _ p . ; _ ~J . . . ~ I . _ - .._.W._.
_ I~ ~ ~Z~ 3 ~z ..___~M„.. ~
m.. . _ _ _ . _ - _ ~ _ . + ~ .u__ . _ _ _ II . _ _ ~ ~ . . I ~ _ GL- SS I- -R P~. 30x30 .w.
_ _ _ _ _ o ~w~ _ . . ~ m~ _ " ~ ~ .w, ~.._.r ..w.~_~__~
_ E _ .......W.. . 3 _ _ _ _ _ _ . _ _ . _ _ _ _ _ . _ _ ~ _ _.w. _ . . _ _ _.....W.~.~.....,.. _W~. ~ww._... w.__.._ W~.: _ ~..w..__~
. " R_ w ..w~. E ISTIN 24 C SE w~.___..~... _ _ a _~w...,. . _ _ __..v _ _ _ ~
W____._.... _ . _ . ~ _ _ _ _ _ w _ ~ W. .
~ _ _ _ _ _ _ _ _ _ _ _ - / _ _ _ _ l.. _ w..... _ _ _ w ~ ~ _ _ W w._,. _ _ W.___ _ Vii. SIP-: A~ 'x~~' .........__.w..._..
_ _ ' a
~ yr ~ i _ _ . _ f ~ _ . _ . w.~
_ _ 375 _ . W . ~ W , . _ ~w.. .w._ ~a _ . ~ ~ , r~ _ 375
_ I _ , : W _ W~.m. ~ _ _w_.~ _ _ .m_ . _ _ _ . _ _ _ _ m. u_ ._~._.w.,. I .
_ _ _ .._.w . W _ _ _ . M..:.. ~_W._._......_~ ~ . w....
_ ~ ~ __r. _ s
.v 3 ~ W . w.~.. : _ _ . _ _r_. W ~ _w~....
370 _ _ _ ~ _ _ _ _ . _ _ _ _ _ _ . ~ s~ _ W _ _ _ : ~ ~ _ w_.. - 19~ t . DLO = ~2 inch ~,,SL . PE= ~
f ' S OPE 0.17 T~ E 0.17 ( 4 m 0.1~7~ _ _ . _ ,._.w.~ ~ W. 370
~2- nch. I ~ . _ . ......SL PEA ~ :17~ . _ - _ _ _ _ _ _w_.~_ I _ . _v__.... ; . ~ __.._.___..~L_.._.~.~._
v .
_ _ _ OP 0:1 a
3 _ ~ _ _ _ _ ~ ~ _ _ _ ...M r.~. ~ 42 nch~ L...... ~ . _ ~ ..W~... _ E ..v ....5 _ CIA .::L.
_.I W S _ P~ IAL _ ININC ~ . ~ _ 365
_.M.... 111r _ . - - - _ a - _ . ~ _ _ _ 4 _ ~ . _ .W _.v , ~ u 9 d~w9 . w,. _ ~ ~,_,v. .v .......w . .....r~ .._w .._....w E. W
. _ aft. SLO , ~ _ ~ w_......__ .
I . r..... ~ r
Q....... I . 360 _ _ _ _....._v._. . ._._w..~._ _.w...,..,.,.,.. _~4.
_ _ a _ _:I~ _ _ _ . . r.. ~ ~ _ , . ~ Nano, BOX No. _ . W ~ . _ ___W_w__.~._~._,~...._....~.._~ 360
_ v _ _ . . _ i _ E, h~.... . _ . . .......W r. n._a,~,.,_.
_ _ _ z.. . _ . _ . _ ~ _ . ....,.w .ww......, w..w_... i _ ~,___ww~.
, - ~ . ~ t ~ ! ~ ~ - .p_ ea. - N m 03 _.w,w e._e ~ . _ _ _._y.,. _ _ . _.a_. ~ ~ _ . _ -api,.._... d. ~ _n _ u?__ .~i ~ L.. _ I ~
_ X J _._rl _ _ r , A _rl _ t~ ......R. r _ I .I I N M p ~ N~ _Ne ago . _ _ ~ r opl___ .W. ~i m! ~ ~ r _ r ..~w,
355 _ . _ _ _ w w ~ _ ~E ~ _ ~ M ~ _ ~I ~ ~ ~ . ~I. . _ ,,I_ ( r~ n ~ _ . M, _....n , I ! ......w..wW...,...._..,._._.....~.,.._.~..__. M•..._._,_ ~ r~•_.... r~~.._~... ~ ra,. ...........r~ . _..r~~ _ I E ~ W _ ..~._._w.. W~.~..~.. 355
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46 +00 47+00 48+00 49
+00
SEAL SEAL
,,,~ppH~.UN~~~e DATE; NOVEMBER 2000 M&C DWC NUMBER ~v~$~Qn SCALE
e~N CARO O~ YM._ ~I IA MCE PROJ, # 1406-0002
~ESSIp 9 ~ ~o ~ L ~ nincrru DRAWN CJB HORIZONTAL: SHEET NUMBER
!0. SEA r I~VI111 I ~.vr~ ~ ~ ~ ~.r~nv~uvr? Nutpush interceptor Replacement Project DESIGNED c.,e/rJe ' L
~a 5625 Dillard Road, Suite 117 CHECKED '70 BFH VERTICAL
i 13669 Phone: A [phone], Fax: [phone]
Car North Carolina 27511 Plan and Profile PROD. MGR. TJB 10 ° 5p OF
1 CHANCED CLOSED PROFILE PIPE TO DUCTILE IRON FROM MH #15 - MATCHUNE STA. 49+50 10/1A/01 Nr u P~ ti WASTEWATER S)" TER SYSTEM IMPROVEMENTS Sta. 36-F50 to 49i-50 STATUS: xensaN
REV.NO. DESCRIPDONS DALE ++u a u++ Internet Site: http://www,mckimcreed.com poor. st,arit~eu
REVISIONS

0
1~$
EXISTING WOODS CLASS TRIP-R'A UTILITY LOCATION:
MH 16 6'~ 30'x25' CONTRACTOR TO PROVIDE TEMPORARY BRACING FOR MH 1$ 5'~ U11LIlY POWER POLE AS REQUIRED TO FACILITA THE CONTRACTOR IS TO VERIFY THE SIZE,
ST . 49+78 9 (MIN, 18" P) ~ ST 60+71 INSTALLATION OF INTERCEPTOR, COST OF BRACING OR DEPTH, MATERIAL AND LOCATION OF ALL
N 943129.85 ~~6 ~ ~ d \ CLEAT CLEARING ~ N 942688.88 U1ILITES PRIOR TO THE START OF TEMPORARY LOCATION WILL BE INCLUDED IN THE
E 2171224.22 4 LIMIT N \ ti LIMIT TYP E 2170577.81 ~ CONSTRUCTION. ( ) COST OF THE WORK.
6 ~9 EXIS ~9 0 EXIS
1REES~ ~ TREES t
o - a C 1 e ~'~r7. ~ ~ ONTRACTOR TO COMPLETE INSTALLATION OF
~ ~ ka ~ F.> INTERCEPTOR TO MHO 17 AND MAKE OPERATIONAL PRIOR
1~ ~Q.' ~v's~~, BEFORE YOU DfG ! . , TO CONTINUING CONSTRUCTION BEYOND MHO 17.
k0 ~k ~Fti ` ` C~ CONTRACTOR TO CONNECT EXISTING 8" I Q L NE INTO
~ ~ c y F ~ \ V ` g~. 4 U MHO 17 WITH 25 LF OF 8" PVC, SDR-35, AT 0.8% SLOPE CALL TOLL FREE ^1
~6 EXISTING WOODS (n FROM EXISTING MANHOLE TO MH# 17. MANHOLE IS TO BE
. w o 6 w 11 ~ WATERTIGHT AND LID SHALL BE BOLTED DOWN, CONTRACTOR 1-800-632-49 9 TO PROVIDE BY-PASS PUM " 4
Lt.v a`~ I W ~ PING OF EXISTING 8 LINE AS ~ ~ 17A 6 REQUIRED TO FACILITATE INSTALLATION OF MH 17.
~ ~6~ ~ " CLASS I RIP RAP ~ r k M SEE NOTE 3 ~ ~ W # 3 5 . 60+11 Z i/ ULOCO
~ 50x50 MIN. 18 DEEP ~ ~ 9 ( ~ / ~ 6~ .y6~ SILT FENCE (TYP ~ i a 942748.87 ~ 9a J
~ 69' a ~ ~ ~ LIMITS OF WATERS 0 U.S. L 'S g5 06 ~6 6 2170577.22 ~ ~
~ ~6 ~~5 ~ o ~ ' . ~ CONTRA T ~ S C OR TO COMPLETE INSTALLATION OF
~ ga ~ ~ . 6 OVERHEAD LINES ~ ~ LLJ INTERCEPTOR TO MH 17A AND MAKE OPERATIONAL PRIOR 1 ~ ~ U
. ~ fig. -lam gyp. , fix:. , 5 Fp ~S ~ o. lJ.l TO CONTINUING CONSTRUCTION BEYOND MH 17A. ~ ~ ; N- (n CONTRACTOR TO INSTALL 45 LF OF NEW 18 DI
~ ~ Q
6 ~ ~ S PERMANENT q R 6 R ~ AT 0.8% SLOPE FROM EXISTING MANHOLE TO MHO 17A. q2 e6 ~ ~ 1 ~ CONTRACTOR TO PLUG EXISTING 18" DOWNSTREAM PIPE
6 69, ~9. ~ ; ~ U1ILITY EASEMENT ~ . " .3 /,y ~1 ~ 11MITS OF ~ WATERS OF U.S. INVERT IN EXISTING MANHOLE. CONTRACTOR TO PROVIDE
ti 9~ LASS I RIP RAP r F 6 SITE ~4 BY-PASS PUMPING AS REQUIRE. ONCE ENURE INTERCEPTOR
~~6 6~. " . ; ~ ~q 50x50 (MIN. 18 DEEP) ~ TF 2 IS OPERATIONAL AND APPROVED BY OWNER, THE CONTRACTOR jog TEMPORARY " "
R Mqi ao' ~ ~i ~ SHALL PLUG EXISTING 12 AND 18 INVERTS AT EXISTING FA CONSIRUC110N
A~ N Fp ~ \ Tcy ~ ~t.j,.~~ CLEARING LIMITS (TYP) ~ ~ , ~ ai o0 MANHOLE. EASEMENT
\ b 6a ' ~ ~ ~,y ~ , 11'
SILT FENCE TYP ~ 9 a 9~0 ~ ' •c o
6a 6' 6 ~ ~ SEE NOTE 1 Fp ~ BORE & JACK CROSSING
CLEARING LIMITS (TYP) .~,;:~w;,,_~. ~ f° a N Fp 170 LF 60 STEEL
MPORARY dd ~ ~ CHECK DAM ~ a2. ~a ENCASEMENT PIPE
CONSTRUCTION EASEMENT ~ ~ ~ 6 e ~ e2' MIN. 0.50" WALL THICKNESS ~ ( )
~ Fp EXISTING WOODS ~ ,r ~ fi FA
a~ ~ti ~ \ cF oa ~~5
. 1ati ~ ~ya ~ti ~~1~
LIMITS OF WATERS OF U.S. ( Fp Fp
~ SILT FEP w ~g\ /-SILT FENCE
CLEARING LIMITS (TYP) ~ ~ a
OVERHEAD LINES ~a
dd SEE NOTE -SEE NOTE 1
1b
~ya SEE NOTE -SEE NOTE 2

17 ' HORIZONTAL SCALE: 1 IN.=50 FT.
ST 56+2 50 0 50 100
N 9431 53 \ ~ \ 5 0 5 10
E 2170573. \ VERTICAL SCALE: 1 IN.=5 FT.
~ ~ E _ . _ _ . . ~ ~ L _ _ _ ~ . _ _ - _ .._..r._ . . ~ ~ _ _ ~_w _.__..W._.__ _ _ _ _ _ _ . 1
___....._._.....v ___,.....__..._.-.__...w______._. v....... _
I _ A ..v..... _ _ _ .__.___n _.,._W~ . ~ _w ~ ~ . -
_ . _ _ _ _ _ W _ _ _ E . _ . _ . _ . i . W . _w....._.. ~ _ . . I I ~ ~ 1 .
. . _ _ . _ _ _ _ , ~ • ~ II ~ _ w_ 395
. . ..v . _ . . ~ _ ~ . . v..r ~ __v
_ w.. . _ _ _ f- ~ _ _ ..rM_____~. , w~.
_ _ ~ o ~ r~ _......._w _ ~ it . ~ v~ ~ ~ , _ ;
390 _ _ _ _ _ _ _ _ . . ~ ~ _ _ _ _ _ . ~ ~v • ~ ~ _ _ z ~ ~ _ , _ _ ~ , 390 . . z ~ I
_ _ ...v_._ _ . ~ ~ _ _ . ~ _ v . _ _ .._....v _ .r, _ ~ c~ _ ca .w _ . _w.._. LL_ ~~.w._ w_..M__. ~,~a ~ .r_~.n~_ q_.~_ .
_ . _ _ . _ u..... ~ ~ . _ _ _ ~ w... z . _ . _ ~ _ , .~_o z z ~ w_ ~ ~ ~ _ . ~ . . ~ _ _wM_~ ~ _ _ , w_ - _
. , _ ~ _ _ _ _ ~ ~ .w_.~. _.._w..~.__, .~._...w.W.~ . .
_ 1. ~ . ~ _ _ N _ (n ~ ~ ~ ~ x x LO TE EXISTLN 1.2 CLA S I R P RA ~ _ _ _ _ .......v_w.... _...w
~.u.........m _ _ L _ . _ _ _ . - _ _ _ . v - _ _ _ _ ~ i _AM 18 ......SEWER LINES _..30-x25 - ; ._.w...,. 385
_ . ~ _ , _ E _ XISII G 34 _ AN CAREFULLY 1 j
_~n _ _ v......__~...... _ ~ E . ~ _ _ . _ II . _ . v... ......INS ALLdN~W_~G _e.~E R _.w_..w _ . _ _ , __....a ~ . INISH D-WA R MAIN-.-. - - ~ .
~r { _ _ . _ J, , E ~.w
6 ~ ~ . ~ _ =I: ~ . ~ _ .E _ ~ ~ I . ~ v~..~= _ Q _ _ . ~ . .W.
} ~ ~ ~ . . _ O CO ~ RETE ~COL~ R _w _ l W _ _ _ . 380
380 Q ~ i . Z _ _ _ . _ _ to ~ ~ -SPIFFY.. 501 _ _.__...w._....
_ ~ ~ EXIS NG 2 DL _ ;ANIT Y -SEVYER: _ _...v_._. . , _ - . ~u._~.., _ _ .~.w ~ / . ..w-___.. _CO GRE .-PIER ._~_.N. _ ~ _ .W.._~~._.....~....... .____~.v...~..~..~._.......
_ _ _...W. CON_ .ALTO . TO=_f;~IELD OCA ~ _ _ e.._, . , °a_.. _ _ _ .~r.___~_._ ~ ~ . _ W e__ _..~,.d_~_- e _ l _ T W_W a. ,
_1~ ~ ~ 11"1"'1 T.. _ . _ _ . _ _ ~ DL,. _ _ ; , ~h . _ _ _ . 42 _ In ~
_ _ _ . E ._..EXIS NG NE _ _ _ SEWED LINE UND ~ _ P _ to ..._.r_ . _ ~ OPE °0 30 CIAL LININ _ I _ _ S _ _ w ~
375 _ =W _ ~ ~ _ - _ . _ ~ ~ ~ONCR TE PIERS ~ _ _ w ~ ..~W. _ .~w.. W _
. _ _ _ UMIT~ OF S C~ p _ LIM TS OF ~ _ ~ _ ; h - W _ _ _ _ W _ _ _ ~ _ . _ _ 42 irlC . . _ YYATERS _OF U,S,. W
_ -_.....W . W ; _ - _ . _ _ WA ERs , _.,4 . ' 1~4L~~_ INING _ W _ _ _ _ _ SP NINE _ _ ~ _ . ~ . , _ _ _ . ~ _ ~ .j
_ . 65 f _ _ _ _ . _ w.. _ ~ ~ w _
inch E ..v...
370 r _ . _ . _ _ e ; _ _ _ ` E , I
_ _ ~ ..._..W - . ..,..,~,.,W..., W~,.w_. .__.w. ..w .
- - - - ~ _ w. . W.... _...,.e.., ..d.P....,. ~.I v... ..w ~ . _ . _ LAP =~:3;0~ .e r......~- _ _ ~ d.~ , w. ~_.,.~.w. _w._~~ ~_~.~..:..W__,__.
i 1 _ - .CON ; RETE _ _ _ _ . W . _ _ OU.AR .SUP >OLL-A ..SUP ORT....... __......-_._.w......_._ ..v._.... _ ..._L...._-___ ~ _ 0 in h DI W .w
_ _ _ \ __F.: _ SEE==~ HEET C 50 _ , . ~ _ _ w......~.... w...... _ W ~ w... .~.w_ C-50 _ . _ LIM S _OP', y..._......_...__ v ~ p.~......... _
_ f _ 365 = ~ p _ _e_ , p 1 . - . . 3 WA RS OF U.S. PECI L LI LNG. .....-_..E . , 365
_ ~t ~ . S~~ -SHE fi C- 0~ ~ E 170 LR~60" S1EF ~ FNCA FMFN`f ..PIPE i - - E _ _ ~ ~ .........._.......,w . ,......_.._.__w E
_ _ _ _ j ...._w_ f _ ~ _ _ _ ; ~ f. .,r. E _{MIN. 0:50 WAL-L THICK ESS)... w.......I . _ .......v. v . _ _ j € _ _ ...w._.
w.............. ~ . , v..__.. __.....w_.. W.W.,,...,w..,~.,...
I,„..,.... 3 _ W y; _ ~ _ _ _ . a w., ~ _ . _ _ C ASS h RIP. AP _ ~ .:ASS I =RIP. R P _ _ . ~ ~SU_ PORT SEE , . _ . w. _ _ _ _ , ....w.,W_ . _ _ :I V>~ e ~H~-AT 70:G _.L.._ ~ W__~.~_ _.w~,.___~~..____....w.~..__..~.~.~~.
. ~ , .,~n..~ SH ET_.0- 01 . , ~ . , . ~ _ _ I . W.~.~ ~ . w_~
_ _ _ . _ ~ _ _ . ~ ~._...v.._. I STALL CONCRETE... IERS 50-AS TO SPAN A ~ OSS AIN BOSS AIN ~ . NS AL-L~ ~ONCR TE PIERS S AS TO SPA . ACRbSS M IN : _ . _
. _ . ~ r,. _ _ _ . ~ ~EK= HANN~L Wf1 I RiERS-pLA ~b 6 ~ T AIN= ~ HANN _ _ _ ~ ~ ~ _w. uIAIN: ~HANN L. . . _ CR EK,C ANNIr -WITH-f PIERS PT.AC D 0 -OF MAIN C ANNEL ~ W _ _ , ~W
_ _ . ! ~ _ _ _ _ _ , o! . w ~..__.,.,..,.w _ M. . .M~ tp Q h, N tq, d.i ME.
. _ .-~E tD f71 O I _N~ ~ ~ ~ .E . _ ~ _......0 _ ~ _ _m~_.._.... ~ ~ ~ ~ ~f.. . _ a... • tr _ ~ . w_.. Nf M ~ ,r~ ~ F~ 3
355 _ _ w Lil ~ ~ _ _ _ _ _ ~ . _ _ ~ . M~ _ _ ~ _ ~E ~ ~ _ _ M . M ~ , t~f ~ ~.L.... _ . M~..,...._. _ M~. MF.... MI.... M,
56+00 56+00 57+00 58+00 59+00 60+00 61 +00
50+00 51+OD 52+00 53+00 54+00 55+00
SEAL SEAL ~ ~ ~ OOO MSC DWG NUMBER IV'SIO~ DATE: NOVEMBER 2 SCALE
~g111~VN~+ MCE PROJ. # 1406-0002
CAR 411 4(~ DRAWN CJB HORIZONTAL: sNEEr NuMeER
ice'"' ~c~9'~ ~ ~ n~n~T~ ~I~Li( 1~ ~~~I? \1--11----L 1~1_~_ _~l_~ f`\---1- - -~l A---~- g ¦ ~ _ _ _ _ ~ 1 = 50
q IVULm8f1 interceptor M@ IaC@lil@fli I'f0 6Ci CHECKED ~~/eFe
SEAL 5625 Dillard Road, Suite 117 VERTICAL: G-70
Phone: [phone], Fax: [phone] Plan and Profile PROJ. MGR. TJB 10 ° 50 OF
A\ Cary, North Carolina 27511
~;N 0 ~a NASTEWATER SYSTEM IMPROVEMENTS Sta. 49t50 to 61100 STATUS: M7, o„L„~W_1 RE~~~
1 CHANGED CLOSED PROFILE TO DUCTILE IRON FROM MATCHl1NE STA. 49+50 TO NN +16 R MN +18 TO MATCHIJNE STA. 61+00 10/10/01 T/1rY nLO,a WASTEIA REV.NO. J. DESCRIPTIONS DATE ~~~un n~a~
Internet Site: 11tfpwww.mckimcreed.com REVISIONS J

UTILITY LOCATION: S
~ THE CONTRACTOR IS TO VERIFY THE SIZE,
~ DEPTH, MATERIAL AND LOCATION OF ALL 1
NOIE 1; CONTRACTOR TO SET MH# 24, DOGHOUSE MANHOLE i UTILITES PRIOR TO THE START OF E MANHOLE AND
COMPLETE INSTALLATION OF INTERCEPTOR AND MAKE CONSTRUCTION. ~ AND MAKE ~ SSMH
~ OPERATIONAL PRIOR TO DIVERTING FLOW FROM EXISII FROM EXISTING SSMH TOP=389.06'
0 18" PIPE INTO NEW 30" PIPE. CONTRACTOR TO REMO I N OR TO REMOVE TOP=387.34' INV.IN=382,54'
SECTION OF 18 PIPE INSIDE OF MHO 24 AND PLUG AND PLUG OUTLET INV.IN=382,68' INV.OUT=382,51' ~ INV.IN=382.52' BEFORE YOU DIG .
OF EXISTING 18" PIPE TO DIVERT FLOW. CONTRACTOR CONTRACTOR TO PROVIDE INV.our=382.35' SEE NOTE 2 SsMH
BY-PASS PUMPING AS REQUIRED. LIMITS OF WATERS OF U.S. e,9~ TOP=388.63' CALL TOLL FREE
0 ~ ~IQTE 2: `b f 6 r INV,IN=381.13' SSMH
AFTER INTERCEPTOR IS OPERATIONAL AND FLOW IS D INV.OUT=380.95' ID FLOW IS DIVERTED TOP=388.49'
~ FROM EXISTING 18" PIPE, THE CONTRACTOR SHALL IN INV.IN=383. 3' 2 , 1-800-632-4949 OR SHALL INSTALL o a, SEE NOTE 1
70 LF OF NEW 12" PVC, SDR-35 AT 0.73 SLOPE FI ?3~ SLOPE FROM INV.OUT=381.98' ~ _ SSM O~Q~' ~ '
EXISTING MANHOLE TO MH# 23. CONTRACTOR TO PR( MH 20A 5 vs CTOR TO PROVIDE BY PASS H ~e r MH 24 5 ~ U 1 0 C 0 TOP-388.27' ~ g ST 7~ ~ 6
PUMPING AS REQUIRED. ST . 63+00 INV.IN=381.01" ~ N 94193 .
a N 942544.85 $ INV.OUT-380,86' 111E 4 67
SMH E 2170412.34 ggti ~g MH 19 5 ~ ~ M H 228 5 ~ ~ 6 , E 2170051.37
g0. OP=389.91' ST . 61+6 INV.IN= 77 6 4 0 6ti ' N9206.78 g
N 942651.9 3 .75 ~ ~ CLEARING LIMITS (TYP INV.OUT=377.65' 9 ) y E 2170103.8 ~ ~ MH 23 1
• E 2170488.10 + 8 SSMH ST 70+56
~h ~~g ~1 TOP=386.87' >j 1 ~ N 941983.18
0-inc~~,,,r.,__o EXISTING ati TREE LINE (TYP) INV,IN=380,13' ~ E 2170086.68 SSMH SSMH INV.OUT=378.37' r~~ TOP=389.78' TOP=393,42'
o "RCP ay9 g. g°. ^N aQ~ _ INV.IN=383.28' INV.IN=386.68'
18 y ~y0 a~ ~ CLASS i RIP RAP X96 20~X2d INV.OUT=383.25' INV.OUT=383.88'
~ y~ ~ 9 a ~g MH 21 5 ~ e6 ~ ~ ~ MIN. 18" DEEP 1z"rc
ST . 66+04 ~~g ~ ( ) 9~~ ~ 95~ IS11NG ~ EXISTING
MH ~ 6 SSMH Cf~ g5~ g0a' TOP=389,20' 18~ N 942358.10 ~ti. OP=384.56' R TR ~ ~ r SSMH 18"DIP TREES (TYP TREE LINE (lYP) TOP=388,03'
~y INV.IN=377.72' SSMH ~ INV.IN=377.99' gti• Cp E 2170172.91 TOP-385.37 INV.OUT=377.94' y y~ INV.IN=381.89' SSMH SSMH
INV.OUT=377.55' INV,IN=377,23' 1 ~0~ INV.OUT-381.73' TOP=393.55' ~~'0 TO =
INV.OUT=375.78' ,~60 CONC „ PAD 1 9• 1 ~ 1 " OP INV.IN=386.09' /p P 396.47 ,A~ ? INV.IN 388.95'
a 6 ti9 EXISTING TREE ~6 POSSIBLE 60 ~ -.j~}~ MH 2~ A 5 R~ INV.OUT=385.84' INV.OUT=388.95' ST . 68+59 18 0/p
~ ~ wEl~ SILT FEN 6~~ " ~ LINE (lYP) PIPE ~ ti T 6• "T oo N 942152.00
~ E 2170022.75
0~ ~ ~ ~ ~6a~ EXISTING SSMH 72, TOP=387.66' Dio
~ 0g TR SSMH EE LINE (Tl'P) TOP=387.26' ~g~ INV.IN=381,27' /8,
y~ INV.IN=378.18' INV.OUT=381.24' ~/p
bag INV.OUT=378.13' SSMH y~ TOP=386.95 y'y CLEARING LIMITS (lYP) SILT FENCE SSMH
~ INV.IN=380.23 TOP=394.78'
INV.OUT=379.#4 PERMANENT -PERMANENT UT1LIlY EASEMENT INV.IN=380.40' INV.OUT=380.40'
HORIZONTAL SCALE: 1 IN.=50 FT.
50 0 50 100
5 0 5 10
VERTICAL SCALE: 1 IN.=5 F1'.
_ _.v
~ ; s... _...w. w.... _ . _ _ _ ~..w _ _..v_._...._ _ _ _
.~-.w~.~._. _ o ~ _ W_ ~ ~ _ - _ ~ . _ N..
d-• .~.__.._...~..,w. y_ W. ~ _w.. I
co., I... _ _ d . eW _e.... ; O ~ _ _ ~ _ ..v~.. _ .v_v_. ~ ....~.........v, w .____.w_ _ . ~ _...w~, r~ , _ v_ _ _ ~ - _ _ _ 400
. p~ _ . _ c0 ~ _ . _ _ .w._ _ ` , . . W.,... E
400 , _ . _ _ LJ.1. _ . _ ° .i ~ ~ . , W..
~ _ _ _ . _ _ ~ _ _ « ~ . _ _ _ _ _ ~ , ~ _e ~ II _ . _ ~ ~~o ~ ~ , - r _ _ _ _ ~ _ _ _ - _ - v • it _ _ P ~ ~ _ ~ -N, ~ _ _ _ _ ~ _ _ I . E ,
_ _ _ . _ i_..._... E..__.._._ _ F_. _ ~~,w.. ...w,, W_... ,.,w
~ Q _ _ _ N ~ _ . _ _ ~ ~ i- _ Z _..v~ _ _ _ • II ~ _ ~ ~ E .~.,W ~ ~ . , . ~ oo ~ . I;,, ~ _ _ w_~_ N _ , _ ~ __...v~ M__~.~~..~ 395
fn ~ _ _ _ _ <C . . _ oo _ _ ~ . _ h .w,, ~ „ _ i _ , . . ~
_ _ _ _ t1f ~ ~ .w ~.w _ . w 395 . u . _ _ _W v... _ _ _ E ' r Q t ~ p. ..II ...w
~ .CRA ..OVER If'E_ ( YP.,? p; I~ ~ _
w_M.M.,~ W., _ , ,~~.W..~
~ . _ _ _ =NTRA TOR::". . _ _ r _ W _ , , >QNTRA TOR 10 FIE LOC TE _ J; , _ _ _ m _ . _ d F ~ .w___ - • u II ~ cn ~ _ _ . i _ ..r, 390 _ ~ ,il ~
_ . . EXISTIN 18 _ ~ _XISIIN~ 18-_-AND 12~ SE R~-a Q
_ _ . ' s _ _ . . _ ~ ~ _ . ~ _ N W ~_30 LINE _...-1. _ _ . , I _ ~ ~ ~ v..
_ _ _ V W ..30 UNE . NDE ;EXLS. NG _ ~ ~ _ .I .._.1....... _ ~ i'~ ..LL., ,
~ LINES _ ~ _ 9.._ _ . y _ . ~ ~~~W . JCdES _ . , 3 i ro~rT~ _ _ _ _ ~ _ _ . _ _ . _ ~ - SSA I RIP-SAP _
. , _ l.A ATE S.OF_ :S:... ; _ _ _ ....,...,.,.,...W_...__....., , , . _ ~.w _ . . . _ . _ ~ _ 385 3p X30_. _ _ I_
_ ~ _ - _ _ I r- ~ _ ~ , _ W . ~ . _ MI _ ~ _ . I
385 _ _ _ _ _ ; _ . _ _ L,: ~
w. ~ i . v _ ~ ~ _ _ _ ~ f 1.. ....J t.: .
~ t 55 j~ r` w
I _ _ _ _ _ I ~L....~.... , ~ . ~ ~ ~t;~ t........... t _..w.............. ` .__...a ~ . Ire..
- w. . . _v... _ .w_ _ , n a w _ l R;~ i...._. i h.; ~ _ i._.. E.. .._....,...._.......w...........
_ 380 _ w _ ~ 0 ~ _ . _ w. 1
_ SL _ 30~ 3' =Inc r..,- _ w.~._.w. SL ~E . 3 _ _ w_ ~
e ~a,.._ W _ ~ M _ _ . _ 0--1 ~h ~ ~ _ ~ . .y s._ _ _.E.._. _ ~ _ j
, Q...I e_ _ . w. _ w. .._.._..j _ w.w__,__. m _ ~ _ _ . , , _ . ~ w_r 1. .
_ w _ . t _ _r. 7 f Ww~ ~ _ _ _W..... W . w _v._ _ ,.~.a _ .~w.. i
~ ...,,.w., 375 r W..._ . .._.w.., ~ ....._._,..I ._.w. F _W..w_,. ..S OPE 0,30% _ w
LOPS- o W-... ~ _ _ . ..~.._w., _ - _ _ , _ _...w_. . . .W_..
_W . _ _ W _ ~ _ _ _
_ __LI ING , _ ~ . ~ . _ w.__ ~ . m_ e W .:_m .
. CAL. . _-af'~ _ _ _ „ _ ~ ~ ~ ~ ~ 370 Ofit . ........_.3 E
_ _ _ E_.....,,..... ~ w,_,._.,.., . . ~ LOP `=0:3 ~ _ . , i...~.... ~ . ~W ~ , .
370 _ _ LINT _ v. ~ i...._.. __.___.,r..~.... I ....v .
. _ w _ _ _ _ ~ _ _..w 3 ..Ir~l~ ......DI W~„ ....__..w _..,~M........_..
_ _ . .....W ~ ._v ~ _ _ . 0_~... PECIAL_ LIN NG. ~ :
_ _W w.... _e_. ~w ~ I ~.__...A..i W - - . _ W ~ . 65 1 , _ , 3
w_,. w.. „
. ~ ~ a L. _ .v.. _ _ _M_ i . ~ _ ~ . w__ . . _ ti_~ _ ~ _ 1 . _ I,: __,_,w
. E _ _ . . ( p ..i~ ~ _ . w.,. -
........OE NI ' _..w ....w. V.._.........~....._.. M , _ ._~..D3 , p ni ~ Mi I i .V..,..,
_.....Of . _W~_~ ..,_NI. _ a0 p~...__._.. a W , _ ~ _ _ N t7fl ~ ~ h 00 , m. W Ot M ~ . . .,.d.~........ ~ ~ . I ~ I _ ~ w._.. 3 to , - • ~ .,.....0]I.,,.._.... 00' ...._..,.00 .00l.._._..__... _ . 001 _„00 ~t O~Oi._...,..._.. - ,..w,.. _ ...._u.... a_ ~ _ m~
~ 0! 00. ~ 00 _ _.._..0p ppl. 00 ~ N1 ....X J ..._....~,.p~-._ __..0~..,...... Oil. M ~ ~ IO K71 W W M MI i _K1.._....~_
360 ~ 66+00 6 + 69+00 70+00 71 +00 ~+00 68+00
00 64+00 65+00 62+00 63+ 61 +00
MSC DNG NUMBER ' _ DATE: NOVEMBER 2000 SCALE
SEAL SEAL IVI81Qf 1 MCE PROJ. # 1406-0002
pHU~~p~ DRAWN CJB HORIZONTAL: sNEEr NUMBER
Q~'' N CA~,p pie CJB JB 1" = 50'
nlnlaTl.l ro~c~l INS AID ~th~ ieh Intorr~+e~ntnr I~r~nlnr+Am~nf PrniA~t DESIGNED /T ^_~n
~r to-31U 0' -T I wl vr-u win v . 1\YNJY~1 1 II ILVI vvr.+W1 IvN~MVVi I owl I% I I %oj w w CHECKED BFB VERTICAL: j
SEAL ) 5625 Dillard Road, Suite 117 PRO:. MGR. TJB 1- ' S OF Plan an Profile
13669 Phone: [phone], Fax: [phone] -A . Cary, North Carolina 27511 WASTEWA
1STEWATER SYSTEM IMPROVEMENTS a. O 71+16 STATUS: y~• } REVISION 11I1/~ WWII I ~u~
pIANCED CLOSED PROFILE TO DUC?lE IRON FROM MATCHl1NE STA. 61+00 10 MH j19 10/I8/01 ya
REV.NO. DESCMP110NS DALE uN'oo Internet Site: http: //www.mckimcreed.com
REVISIONS

SR 1162 DABNEY AVE.
RAIL ROAD
COBLE BLVD.
END NEW 16" FORCE MAIN
P
P~
P~ G~
~ ~
ti~ OAKRIDGE AVE.
5
I
P P~'
SR 1218 GRAHAM AVE. P~ GR
~1~
R1
5
0
NOF~TH
a
CF-707, STA. 95+75
END PHASE
4 BEGIN PHASE II
I
FAIRWAY DRIVE- SWAY DRIVE
MARSHA AVENUE-~ ~ AVENUE
I
REp gUD CREEK REp gUD
1
w~
4~
J~
~0 ~
ti~ 4~ G
J~
0 ~0
I
SR 1410 RED BUD CHURCH ROAD
~p0
0~
,FOB 0~'
l ,~g8
SR 1120 VANCE ACADEMY RD. S v
r
RED BUD PUMP STAT10
t
SEAL SEAL DATE: NOVEMBER 2000 Md~C DWG NUMBER ~y~$~On SCALE
~1~
o~ESS10p, ~ ~ ~ 1 _ , . All Q p MCE PROJ. # 1406-0002 ~i V C@@ DRAWN DKM HORIZONTAL: $NEET NUMBER
A1~1©TLI n A ~P11 IAI A . ~ ~nn~
IYV(l 111 VNf"1VLIIYf'1 l6" Parallel Force Main DESIGNED JJF ' -
SEAL t. 5625 Dillard Road, Suite 117 CHECKED VERTICAL
13669 : v Phone: [phone], Fax: [phone] PROJ. MGR. TJB N/A OF
~~''•;f1YGIOt~~:' Cary, North Carolina 27511 Op BAS
hr J. WASTEWATE TEWATER SYSTEM IMPROVEMENTS Sheet Index REVISION STATUS: 1007. SubWel
REV.NO. DESCMPEONS DATE
Internet Site: http://www.mckimcreed.com REVISIONS

'f
~.__.m_.
~,,e €s~,~;Y < ~

;~x
a' `

;.a, . kS~ - < u
r ~r ~
, au
..,~:.,.o
~.Y,,~T~,, ;~!s•;, >`~,avr a
1 x%„a i' ~ . ~ , ¢x ~ y
~ egg > E a% "~fi? mi u.~ zy a.j•s`~
y ` ~ 'd, „ i.?~ :,A "
~ C7~ ~y ~ Q'„ q ¢,:ir fir.
_ d~.. F Cj t ,n r
~ STR. 11+70 °N V . ~ ~ k
Q 16 -45 BEND tv,~ . ~ ~ G ~Y~.'' x, y,,, ~ ~ jy~~
~ STA. 11+01 ~ F 5~ 16"=45'' BE ~ , '`nr m
y ~ ND y-
k i ,r . ~ i ~ , Q ~ EXiSTIlJG ~ a- ~ 3 u ~ ~ ~ ~
K`~~ a ~ K_ FORCE MAIN ' ~ . ~ ; ,iii i ~ .Q
- ~ F- c~° w~ . 1 s ~z.,~ BEND, r s x„ ~w iR'rt2 d~ j ~ I tic 4 ~ ~ s :
N r~~ , ~ x ~ti ~ 9 ~ r STA. 14+55' ~~Et~..AND JACK 6Q LF. ~0", r ~ ~ z ~ ~ I
x _ ;s c 'F',' ~ ~ ~ `~s"'~6 -45 BEND S~EL' ENCASEMENT :PIPE ~ ~ 5~ X~ ~ x" ~v~;r<
s '1 ~ ; , RPPROX, 7 ~ ~ N. ` i,. "~QtAtE A5 RE UCRED MEN, ,312" WALL THIGKN ` [ ~ I
s y~ „3 EXISTING t"Of~~ MAIN ~ . V W/ 6C3 LF 1 fa" GAR~I ~ s - ass, ~ M ~ '
4 . x _ ~ a~ „ <a q~ ~ ~ ' ' N ~ ~~~rh°
° 5. ~ ! Icy a~ ~ STA. 15+22
a }t s w >t FP 15 -~0 BEND': i
~ : .,gc . l!YW ROTATE AS REgi~IRED
~ y 4 <; , ,u~ . ,
~ z M s' a n, , PEGIN 16-FM STA ~y~5~40 , s x ~,a
~ ~i AI ~Ii~CUUM & AIR . _ » RfWLEAaE VALVE
= RED BUD y ~ ~ < ~ s.° i ~ t'x;
~ PUMP STATION a :.r s x: , ~o ''5 OF' EQP
uK , , " . , an E: , w .
S ~y ~y~/ y n d x y s _ ~ LINE z s~ i ~ ~
APP~DJ~ ~OF7",L~OP F 4„ _ u ~ , d ~
; ~ . ~
y v a M ! i 9 ~6 ~ v . v
. 1 q ~ ~ t ...s ' ~ CQN'~tAGT4R tQ V)~RIF"Y SIZE, DEPTH,, ~ ; ~ ~ AND LgCi4tffl~ F6~ "ALL UlJDE
t R: ~ ~x Y ~ c:. > s PRIG tEa THi:" START OF CO ~
~ ,n ~ ~ ,r , f iii ~ ~S p~~ ~ ' 3T"" k ~3 t ~ S..
~a''~ '#0 ~ Vii. ~ bk , h~ ~ ~2 ,
~ :F r: . ii ~ . F 5O 100 ~
S ~ ~ .i • ~ . ,<5~,
P 8., ~ , `:r o', r,, 9a ~ Y ;g ~ ,
„ ~ ~ ~}3... t ~ ~ nw;n r~~. fix. x a -.<1 a i, a; f s,: w ~a... .o..i - ~ .t... M.

..:.F,~,:,x=,+, =k„h,~,.; a .nHn-.., AHya9~ .~~.wvr a.~~,..a, ,>~x+am,~n ,.,..:~r.~+ wk~m>, ~~.a. :,,..H.,.,.~», ,~....wnn ~~..~~w vry~.,,,,,
....M~,__. ~ _ ..m..,~......,..,.,_....__..,...,. _....__m , ~_...~..~...m__.~._.m~._.__...__ ..__,.__,_a_____..._._. .............._.,__....~...__m_......___..,._._. m~....,_„,,.... _._n_._..._._.__...._,._.,~....._...~,
~ ._.__..,__..__..m.__,.........___..~_..__..___..__ _ ~ m.~.__ _
m....,~_,.,_........____..___..______.,_____ ~
3 . 40 M__.~._ .m~_ 40 ~~~Y , ~ ra~ _ _ m.__ _.m_~. _ ~ _
~______~_~_x~_.......__.~ _ _ _m___~.._ _ _ M.. ..............._.......H~......__.._.._____........_. _ _._M......_.~. _ __._w___ ___~._.M _T_.~, . _ _ _ _..m.._~:::~~.
_~-...~m.._~ _ _ .m.~. _ _ m _ m _ _ ~m. , M~_~__~~:: _ .m..____..___... __.______.._~._~.~____._M_.__
_ ~.._m...__...._.._____ _ . _ E
_ _ m m~.._.... _~..m_.__ ~
335 _ ______.._._.w.. _ 335
_ . .._m._ ~ ~ ~ ~.m..w.. ...m m......._...: ..__.~.___M__.M..~. _ -atiCtl.~--{Rg --PIP -BEN RED- _.._._._r_.
_ ._._~..~m..~_. _ _ _ _ _.~.~..__m _ _ _ _ _ _ ,.~..~m..~._.~... _ ._.._..M__ ._m._~...._ _ ___.__...._.__~m. _ _ _ . M_ AE -AI --RE _ _.___._.~......_m_.. _._.M.._~.._.___..._
_ _....._T.___ ,...~0"" ..~3 _ m~.__. ____L.__._ ._....__..._.M...__ _ _
EN w_._ ._.m._ _~._M_ _~M..._....,._..___.___. _ _.._......~.m_.__......_._.....~..._ _ m..____. _.....M......
_ m 330 ~ J_ _ _ . ~ s~ , e14NE ~ ..~..~.M. _ .___w....__.; 330 ~ ,
_ ~.~.m„~... _ . ____..._M ...............m,~~ _ ._..r.
_.m_____.__~.____..____ . m..__ _ _ "~~:ti~" r_~_____...~_ : . " ~ -EN --DI~SI - E61N f~ISI _--II- : ._._..m_.~.~:_..._.._..__._ ~ ~ . m.._., . ~ _._.M...._.. _ _m., .M__._
~ _ ..{Et ...._.m.._ _ • . I.__..___. .__m.__..._...~.....
_.µ___.___.._..____.m___._._~.......__._._._m...._.__...__._._ ~....m........__ _ . . T R~'Tt~ . _fl.. _OC~t...__EXIS . NG"'_ . M.._.__ M.._ _ __....M_ _ _ ._.M.._....._..__... . _ . _ _ _ M.. m.~,
325 __r_...__ g.._ _ _ ~ ~ 325
._.._.._._w....
_~_..__.___..._.____..__.._.___m.
5 . M.
,,,,.._,,.w___„ „_._.m..._......_..,._.........., E
_ S~ , _„_._,_,._......_.~_....___.._..........M._ ..m...._....,......_. 320 w . _.._.___mM _~.m...~. M.....m,...... ____F.....~.._.___..._....__._m.. 320 _ ~ - s~,9
, .ron~ ~ sue. . ~ ,~~~ru, , .~r, ~,n.,~.x~2.,, e, ~ ~~A~~~~, ~ _ _ M... _ _.m _ _ _ _ _ _ M____. m.. .
__m~.._ _ _.__M__ .m_m.. M...~....~.m__....._ ~ _ _ ~ _m .
_ _.mw...._.._. ..,.m..._, ~.M ~ __._._M . ._M.....
~ ..m...~ _ M_m.....__, _ _m~.,~.,M.... m._.__ ~ _..M_._~_,....__._...___...~_.._.~....._ .~.~......._M...._....~._..._....~._.__...... _
_ __..._.,___,..___m.,_ .~.r_..__ _ m._ ._m W _ _ 315
315 _M.~_.....______...._~..._._...,__....___ _ _....._~..__...m_.... _ _ _ _ .M........ ~ _ ~
_ _._.._m_ _ . _ ..~m.___._......_.___..______{._._~._____ . _ _ ~ _._.m _ . _._._..._~._...__..m___ ~ m..~..~.~....~.___....__..m...
. ________a___~.._ ~._~~_..~..___M.._.._~._ . _ . _ m_........__..___ . w_.___.___.~.__.....___ _ _..~~.~~._....._.__._..M.., ~._.____m _._._.m....._ _ , ____m_...
.m._._..._. _ ....._._.........m, ....,.,.,.,.......,.,..,........,.,.,._...........M_....__.. ,.,._....._.,,,,,,.3..__._........_., .M....__,_~ µ.__.,m.,_. ,_...m..m...... _..Mm......_ ~ _,,.,,...m...._,.,.
. _m_ _ _~__m...... _ _m..__. .......~...w.,....._. ..._.m._........,_.__ _.,_._............_..,..._..._.,...,,...m..,.,...__...,,,_.,,..,.,_....._.. ._....w....... ~ _ 310 _.w..._ __.~.m ~ .___._m._ M.__. ~ „=M, A~
310 m._...__.__ m. m _ _ _ _ _ _ ...m a_ ~ _ _ ...m_ ~ ~ _..._m _ _ ~ _ _ _ __m.. ~
_..~n._..._..___._._. __..__.._r...._.._,~ _ _._m.._ _ ____._M__. _..m._.~. m___.___~._____._.__ . t . . _ _.w_.__..._m__.~, _ m...._..~.. ______...~______m ._...x._M__..M.~ ~ ~._..~.....m _ _.~____....m.
..M_....._._ _ ._..__M.._.m..__.
__..J,.,..,._.._.__ _ _ , N _ _ .m. _ ___._~_._.....~..~___.._.mm.~.__... ___.w.._ . ~ c_._._____
,Q e . ~ a z _ ~ _ m.,._...._ , _ _ 305 x $ ~ ~ ~ _ ......______...m...,.._.
.,._..w,..___ ~_td_..._.__.._ 305 _ _ .m _ ~ ~Fp ra~ ~ A„~,~.m. ~A,~,.mrr.~ ,~~b~ar ,~m9r. ~ ~ ,t,.z.~ ~n,~,nHa . , „ .,.~xn~z,~, an,. ~ q n~
~ _ _~~_.~._..w.._..__ ` ' Q . _m......~ _ _ ......m..~. _ _ __..~...m_....m.__....._......__._..__ _.M........_ M.M._ ~ _ .»....,......,..,3_.,,,...m. ~__~__,._._E.._„_,,.,__... ..,.M.. m . _.___.m..~.......,.,._......_._,_,,.,.,.._,...,_. _,.,...__~.,___7_____..,.,._.,.., m,~,,.,_.._m., .......,......._....._,_.._.._._,..,..,.._..__.___z_„__,.~........_ M..,.M_......._..__,
_ ____.._..M. _ ..._._._m..__ ~ _ u ____......_m.~_.._._._._...._ _ _ _ ~ ..~,....m.,....,~......._._._.~..._,.,..._......,...,. ~ ~ ~ f._._..,..,.m.m........,~..._,.
_ . ~ ____m. ~ ~ ________~.._._.m ~ ~_.m.. ~ f _._T___ ~ ~ _ ~ ..___......_.~.m.....___.~..~ _ ~ ~...ra ,._.M.__.
__.m..~... ..............._m.._.___ ___.m__.,__ M..M......_,., _ _
300 _ ~ y~,A _ m_._ ~~x ~ra~ ~..~~~~~,Y, a.~r~.~a~
X + I I+ 12+00 13+00 14+~ 10 00 00 14+00 15+00 16+00 17+00 18+00
-
SEAL SEAL DATE: NOVEMBER 2000 MSC DWG NUMBER ivision - SCALE
new (L. i unr ooni u ~~nc_nnnn
WAY, 4 VI I I .,I 1 1%0015 1 11EM 1 \ V 1O= 1 IV V 1 Is nwu- nwv ff rrvv-vvuc
Red u Creek DRAWN DKM HORIZONTAL; SHEET NUMBER
~N140M&CREED NORTI NORTH CAROLINA 16" Parallel Force Main DESIGNED JJF = 50 CHECKED VERTICAL; CF-701
5625 Dillard Road, Suite 117
Phone: [phone], Fax: [phone] Plan an Profile PROJ. MGR. TJB ° 5 OF
Cary, North Carolina 27511
17+25 STATUS; REVISION 'ATER SYSTEM IMPROVEMENTS Sta. 10+00 to
[REV.NO.1 WASTEWATER S oESCnPnars DAN Internet Site: httP://www.mckimcreed.com
i~ z~ REMSIONS

. ~ . n w r ~E~
, w • : . r~s _ /z
N m .3. 2W ~>i 3 / ~ F~s R. 3,' ~"icy, x,'
:e. : • ~ ~ , I.; ~ ~ r ~ ; 'E . c ~ F ~ eF~ n's' ,'3~c i4 ,,y •y ;
n, " a ..a ~x r ~ . " ~
a ~ • r • ' ' F Z. Yb
s 9` • ' . •
' ~ c,., , . _ wr
~ :,f ~ ~ ~ s M g 7c ~ ~6 v, w v`,. f1
• , x r.. a.,, R Via.. ~ ~ y n. ri.
. ; ~ ' w L v,' a' „ui r ~ i : : )y ~ .Y 1j f, 1. .3,.f:.
9
~ e: ~ .Y 'b ~ a i, ' ~ r
. ~ _ •'~"~G ' ' , i5: ° SF~.....
F ' " D : r d n i '3~ n r a '
:.y , S', .:U: r~, z ~%~i` ' " ° u r~ r .
_ ! , _ µ O _ - ti; M , V ,
c a M, 5.26
. . MENT PIP v 3 ~ ~ ,YI W ~ ,a 3. ~ 8 yA ~ 9.. r ? ~ 8 57'x: ~ ~ , N -
~ ~ ~ ~°`=~f', W I~" ;CAR 0 y
P~pE ~ TOR GE a..<'k A: y. :
, ~ y _ ANC o s ~ ~IN~TA~.l, n ~ ~ L~ ~ .i
r i,`a 15 U,S• n m 18 : ST E tt ^
~ PIWE ~ REQI~I . ~
5 r ~ _ ~ , ~ ~ ~ ~S ~ air,, ~ STA 2 _ Y y K) n
~ . , n z~ ~z~~ a f, ~ W . ~ ~ a 18"RCP ~I~ VAC AID ~ )5: GA"tE
• LJ.J y a,~,: , x~ SASE ~L'UE ,e • , 7~ , . ; . S~iIdH RlM 324: ~ ?7~# y x. ~
x.,. t t8,2T >S ]2 tEE ~ ;~0' UTIU E CE ~ IFlY CE 3fe, _ r '
I~9 ANN 2Q ~ , a ~ s ;4 • ,
, yy , w ~
. 4 ' F , : _ ~ PWCNE', ~45 SEND ~3 ~R . ~ y~;, , e P • z 3
u ~ Y£@v. . . VC SANItARY 1 8ANlTARY SE .p , n. ' ~ ~ _ .-u. PHON ~ ,
s ~ • - ON 0 WER . VC $ ~ a ANITAR~
` ~'r ~y ~ p ~ .8 ~ ~ n,..• fOkCE MAIN. y v • ~ ' t x F ~,.4 e ~`s,.~ ~ % - ~ : V~i
a. ~ a ff 7 0" \ < „ . g ~
yy, is • ~ Sq a SILT FENCE ~a ~ NITgR y r~ f :
~ R s~., ~i ~ , r R , £ a ~d;.
w. a € a z ~ ' , GW CGS ~~/~/`p q~ , =F
~ ~ ~ r ~ • y n i ~d~ ~
' x.:. ~ 1 ~J n, ~9 ~ : GG ~ <I ~ f.. p C~ SIGN r
y y{: v .ot.... Y ~ I y z
' n. ' S„ : ~ C C ~ t'~<< IAL ; r ~ i s~ e
x ~ o' d i' y a , • is ~ x y ' ~ ' AMb' LDCATIbI~ 111 ~ ~iLITiES ~
~ " ~ "s P~tIbR TC This ~ ~ -ry F y ~ . ~ S A UCTl~1. ff ~ N , ~
~ s s ~ N 3 ; zF. r, s ~r ~ $ , rr r,, 3s. s ~ a ~z ;r~ ; y ~ ,.R Y,~.:. A`
h: ~ - i i~(~' / Y - s,. ~;h:Sxo, n4.'.: 3 ' q~ y V j+ r4'
t I t Py ~ ' . , 14..M. f 0 >
^ ~ ~ ; . s,; .z;~ , ; ~ , , a
3 x, g
---------~-i-_-•. .._m. _
340 ~ - _ -
34 0

335 _.m..
~ 335
_ TERE ~OM _
• A I~-ae-- . _ _ _._m..._ _ CAE ~ _[P>~ ~ " . _ V~4~ _ . If~R~ ~A~ _ -NFAhI f~L-E--- -
. . _[P~ _
330 _.m. - fro;.- ~'~w ~ _:.~€s ..jam .
-~----W 7A- F-~16- B:I:-6 RRI~~ -RIPE 6 ~R~I~~~ .-RIR~- - _
3 30

25 ~
_.m_ ~
25
_m.~__ _.T ~ ~ -Q .
'
_W._ . _ 320 _ .
32
_ ~.m_.....___.,..~......._ _ ~ m--- . 0
__._._._.W=. ~ .
315 -
m_._.~..
315
- ~.~p _ w: m._ ~
310 __T. 310
a~ ~_.....__..._w. ~ ~x a - _ _ .m... T__
305 -m - _ _ _ _x.__
~m 305
m ~ ~
.___m ......_._..a ._...,cyVc _..m_.LV _...._cV ._.Ial ~.~....__._.N _...,._.r.~_ ..~.~.._..__..-._..sk ~..~n xk u .__._.m~, _ ~ ....~.m____.
al LEI [~l N .__..........N CSI ....--_,C~I ............._._..L~I ___....(~I _ N _N .:_..~_...[V _ N
300 _ ~.......f~ .__.........Nl ~ ......_.m._.~
17+0 0 18+00 19+00 20+00 21+00 22+00 00
23+00 24+00 25+00 00 26+00 27+ 00 28+00 29+0 0 30+00 31 +00
32+00
SEAL SEAL
DATE: NOVEMBER 2000 MkC DYfD NUMBER IVI~~n SCALE
•~~N~~~~~~~~~
- i _ _ RA~ QI If'~ ~1'00~1 MCE PROJ, # 1406-0002 uncnnnirni .
M,' r ivi i\iiViV viWLL
su 5625 Dillard Road Suite 117 13669 NORTH CAROUNA 16 ....v. vMM vl %0%05% ' DRAWN DKM w 5 'SHEET NUMBER DESIGNED JJF 1 ° 50 Parallel Force am
Phone: Fax: 919 223- [phone], ( ) 8031 CHECKED VERTICAL: CF-702
+G III.' Cary, North Carolina 27511 Plan an Profile PROJ. MGR. TJB 1" = 5- Of
ADDED TOP OF B ANK LIMITS OF RED BUD CREEK ALONG FORCE MAIN ROUTE 2/22/02
tkEv.~70 WASTEWAT M) DESCRIP110NS DAIS P. ~TEWATER SYSTEM IMPROVEMENTS Sta. 17+25 to 32+00 STATUS: RENSION
REVISIONS ~L,z Internet Site: http://www.mckimcreed.com iooz sua~ta~
J

~ >s> p ~,p~ y,.. ~ 1
y , fie„ v ~ rn j " x A $ ~ ''s%'°~k.. 'o "Y lif' ail ~y~ l S . i?r` nab , x9 Au.¢ A 1~ ~ 4 :..k. . ~ 9:. r , r
u, A ,,k Y " a, s"~x,i , a
, ~~~i, ~ e ~ „ . i8. t» Y :
~ :5 ~ i•d v " a ? . ~g ~ :M
~ ~ » c, ,u , :N ~ v, Iasi , ~ a a F:h9 pn. '~f:. £ a.\ A : t.
n y _ ~ » ~~:'"do- a D ~
~ < s, ' ~ 4 ~ $.x ..nv ; , ~ w` V{ j A, :
~ W .:.y: "1 . ~~kf .p ~ : te,xv. .:U ' T
~ : M ' $ ,:Hiry t ;e ~ ~ ' ~ ~ >M iii
~ " .,i ? : IV1 /y, is ' R ? ' q ~ , ~ ~
~ k ~ $ c as. y g a. a: ' 'ar t ~ g~, '
ne Z. h c ~ : , ~ ,a, e ' ~ ~ '
~ s ~ ~ a ~ ~ a ~ ST ~°w~. R~ ~ ~f1' s; : i T .r ' , { A u.. 0 , a, . ~ „ 1 y, i ~
. ~
~ ~ ~ ~ S5 ~ g d3 u : .Y " ~ p q, i
;4 ~ ~ ~ ~ N , , ~ w ~ 4N1t ~ 3 ~I 5 OF : A ~ ~ ti
~E4,EA VAI.~E ~ ~ F - ~ ~ r t I i
i ~l ~ , . ` ~ Via. , :.a '.L ! tr 3 k~ i i ~ ) k ~ ~ AIM , . , , s. ,n: CL
/ ~ r~,, , ~k' , ~4-f•7fi w"'i 3. is P .:_P ~h , ` SIAM ~ ;f<;.. 2d : Y ~ ' SSMH RIM ~ 3 ~ a'kIR , C:: ~ A
..i 3Pr~ II ffV ~ -~11.25'~E fix. L _ .:.CRY a~ Q : „ . k ~ ;o i = R , 'IN ~ ~ ~ la[ ~ ; : r~~
H, ~k ~ ~ , / ~~:N . p
~ ~ x ' A.
=~6 45 , u, 1 ,
" ~ r , ~ r ~ ~ » { tars - ~ , , ° 14 ~ Yr .~n~." r A~ ~ as
" ' AF~Y SEWER ` .~I A, , ~ R.::.
4~ _ w~ ~ ~ T
; ' ; f; ,t , : . ~ M ~ ~ , a a - ~ ' ' I.( ' f, : ,i
d ~ k Sr:, s. ~ 4~5 , <
EASEM ~ ~ 2 : .:a Y:w €4; .M Y.
y . „ , , , " A ~i~ tg. q ~
ate. ~/`I1~'/ ~ . ~ . pp , '1 3 ~1}. w; ' ~ ~
~ .c ~ , s. s, , Y ~ y1~li1,R , < : c~ T yk ~ k s ~ YEN ,3,~~k' cats ra ~ ~
`iM
i ~ P. 'A ~ $ N f N y~Y i At ~
c Y./. S ~'~t ...i u t ~ \ l
5 ~F ';e a ...x' r ti 3. M TA Y aaa t .Y ~hsY~` ~ r.: Ai
< .A i Rk ~.q~. S ~ `f, _ r. " i. > F: A
v' ~ - ~ °i„ ,x,r' cR >x. 'rye, ~ n, .n c
rz 3~ ~ . r:; , ~ : w.. ~ .y 1 „c
~N . y „w: } X :1~54.Y." 'i~~ , ' , 3
i'.:s~ i. k lr ~ ~ ' ATERAL r1 t '
'E. ~i3 , ; ~ u ~ ~ fi z t s s i t,,:.: >
~ ~ ~ 3 , ~ 'I y Y Y kS ~ D ~ m..
~ s.: , 5
-•a s _ c - C~ .w : x , ,
; ' ~ S .
t:: r i i M H1- ~ S . : xk ~ yA
G a s > ~ ~s w ::a<. sj~i ~ Eka~D 's'• Vii' 's w .,<u~ t,6
_.-.M~._m- 340
340 ~._m..~
- .---Ddb L-E-~ - N-PI~ f~-£E TEREfl
~il~-_. ~tC
_ _ . w_ ~ _ _ T-~:. ~ C~II_ . 335
335 -
_ ~u ~I~ __~N _ _ ___m. _ m..~..
- ~~tl ~r1 I ~R~t _~.:1 ~R~~ :~.~E !~I~~9 _ ~~1 INSTA L t~fl LE: ~ " RE AiN- Efl-~JO N~~
_ ._o-_- _w. B><I~-P _E-G ~ER€ ~I® R--GR Ei~-__
O _ .~m..... - ~ 330 nNc
33 _~._-m _ _ - _
~~m _ _ p~._._ _
~..m _.m__ _ _ _ _ MAN. ate-
_...m.~ _ -m _ m - - 325

325 ~ _ _ ....._T...__ __..m _ ~ . _ - _
____._M___ _ m----.

320 _ . _ .
~ m_- m_ _
_._..._.........m ~ AR6~- AIN- - _ . . . _ _ ~m..mm_ ........._...m.... _ ~ _ _ _ . - ~
_ _m _ _ ____~_..m...._ _ _ s STA ~e ~F-o~- ~Ee~ ~td , . .4~ E ; ~ l~~ N -PIPE EN
315
315 .
~ _ o
T a_ z_.. _ -
- m_. - ~ ~
0 . . ~ . . _m__._ _ 310
-
~ . . . o._~.-.. m. . _mmm~._. _ ~ _ .._."o. _.m--....-..- _.-~m..-..... _.___-...~.m_.~..._..~...-_._-____.._
_.._m._-_. _ ~ _.m~.... _ . . ~ ~_.._.~,1,
. _.._._m..T _ ~ . _ _ ~t_._.._.~.
. _ - _ ..,~..T. ~ ~ _l::.~..... o ~ 305
305 _ _ -
~_____.m .m_..T____.. .~..__..__.m...~ _ ~ _-______DO
~ .._.m__m _ ..~...mao _ ~ao ~rn ..--.-.._...~___~o ___._u~ -____.i(l __..~..t!'1 ......_....cO ~ .Ai _ Q~ ......._.CQ Q~ .._......0~ ..tA ~~...........-....-(0 . Q _.._...~0 .~......_..........._~,G~ ~.0 N ,...._...__LV cal ~...~c~l ................cN N .~1 _.._._..[V _~___..cv ......m._.~L~I ._..._,_N .~.t~ _._.~.m.t~ _ ~.~I [~l
_ -.-._._N . _._...._[~I ._..~._...,..~...........N _._..N ~...~I _~___._Ql ~DI _...~._.._..N _ ~.....QI ._._.-....C~l ..m.....LV _ N N ...._...__LV mm ~ 300
0 37+00 38+00 39+00 40+00 44+00 45+00 46+00 47+00 40+00 41 +00 42+00 43+00
0 34+00 35+00 36+0 32+00 33+0
DATE: NOVEMBER 2000 SCALE M&C DNG NUMBER
SEAL SEAL nnsion - MCE PROJ. # 1406-0002
~~SSIp,~`,. ~ ee DRAWN DKM HORIZONTAL: SHEEt NUMBER e u r
NnRTI-I c~~R~l INA 1~:w Derellel Cn~Ae 1Aein DESIGNED JJF 1 = 50 ~
T • IV 1 QI WIWI 1 VI Vlu IVIQII 1
SEAL 5625 Dillard Road, Suite 117 CHECKED VERTICAL: an an Profile
13669 Phone: [phone], Fax: (919)223_8031 PROJ, MGR. TJB 1. = 51 OF
Cary, North Carolina 27511 ~ • ,~INE~
WASTEWATER SYSTEM IMPROVEMENTS Sta. to STATUS; REhs loot s
1 ADDED TOP OF BANK LIMITS OF RED BUD CREEK ALONG FORCE MAIN ROUTE 2122102 WASTE REV.NO.oE9pAMMS DME Internet Site: http://www.mckimcreed.com
REVISIONS

350
i�
DATE:
NOVEMBER 2000
SCALE
S
i
MCE PROJ.
# 1406-0002
DRAWN
DKM
1
SHEET NUMBER
350
1” — 50'
DESIGNED
JJF
CHECKED
VERTICAL:
7
PROJ. MGR.
TJB
1- - 5'
7"70
F
"
......_......... .............
.....
gyp.^....
y..___"_"_
_.._.__.•.._._._""_
i
..�...".;...
. ......
345
"°......
_
;
......__.... _
....^^^^____._..
�_
.....
_
._.-.;.._ ..:I7c[J
i
pS �ttt 1
--�-Bk LE -IRON
{
_.�
O�i`€ F�
-PIM -GE GE
IirT:: �:1:R:.:::R
CIRt 1NED
-TERED--©N-
ASE:r:[id:A[�[�-
- -- ^-
-^..-
345
y.."._
•__.•_•_""•_....•_
y
i
_____...y._.._.._ .._...._._
....".......�... .
i
340 _.......
------------
....
^,_ .
--eEi��©
.........
i
"r---•�_____..•-
_...."...y"..................--'----r--
_
'.:IWII;_•"�Ir'r►'�ZR'
i
ie-----^......--••-•-..^........_^..----e'---+r------._."
_
-.
i
340
335
.........
;....._.. _
.... ..._........,_
_,,.__.^__^___4___•,,,,______.
._..._^__
.•••,_,•,.,,^,"_,•.,..yam....••..,_
.._
....wlilliww......_
i_......_.....�
^..^
_
t—IRAN- Pfr�
_
._....._..._.
_.__
__..-^
,..,,.
......."_.. .."
_
..�_..._...._..
335 _._-
330
325
�'�'''"""
320 .:
�i
_._..._.^........
315 —�_...
.__^^._ .p""__.._,.."........._.
.,• ...................y.._.....,"....".. ..
y
..........�.....__ ....,i,..._,..^..^^........
may'..... p._,."_.""_....."_
..., ......
y"_..._..._..
y ;
..T.,.y.....".�._......^_",......_...^.;.._..._..^.,.�...�
q ..._.. q..,._(�
v ve"
....' ...i......_.
........y .;.^._....
_
�
__�._..._._,....y..,.
Lj ITS-^-
.....�""6 i
AT RS--
'ivy"
..}..
CIEN
---tl:-��
7
RM:
REEK
i
i
.�—�--.
..�"....................�...""
"
............^.q..._.' ._..............
h-^^
y..____"____
._,
._........_...�."...
�=
..........._q..._ .....""
i
^y^^^..^--•••••._••-•
....-y,,^^„".,,..
....••^.p"
_
_..
.......��.
y..,..,...�....."""....�.�...........y
y
.y._.,........."........
-----•i--'---."......_
_
•inx
,..._......T.."";."...
{. - .. q..........
Q
�_...-a--^•^-
.{(�.
.........^•----"•••e
i
000,
;'
..a......"
..,....
�^^'----
%�--
330
ili$///iii:.
........................�._.."..."......".._".
......,.""..._._ ."...^"
i
.."...,_._..
_..
_ _ ".
� _,.....•
.".._. ....,,,,•_
...... ......_.
._,,.,
.....
qtr.^.^.........
_ ......
-------------
^^^^^^^^'6^^^.-'.••_"—•-.-
^^'y-^'^
._.._..
"yam...,"".....-""'
...'......y.........�...^.
.�....•......'.......,
�,•....".._".....
"_._......"..."".._. q......" .......... ....
......................._.y
i
s
�
...
i
k
....._q.....".""._"
_ �..,,_
___. �^
�
;y.- �
06
T
__._.
^
i
^s
—
i
9^^-^".-"..----•••...
......_^^^^^^^^4^_—•.-••,•••-•
qtr'^-^
...._..._."...._y.
320
..__. .._;_..____
_ ..q
".---_.....�_�...._.._.
_.."...' ....".
�_.
_.____._:
. y.
.". ..._..y..,._. ...._..
"..-._
^^__.""
......
C4
...�.
�. _
....
0
/
�..�.._.__....�....�...
_""'.._.^•^.yam...........
y.^..^,__.._...."..
.".._
:-- _--
e'---------••—�"a...._.
".
_�__......
�,_,,.
.:
...._.._
i
_.....� �
.."".."._".-....ate......^.......
_._ �________.__
; �
._�
:
"",_,"._._......tom,
�.
�
,..,
�•..�"...
�.............
Cq
;
�
•�.
^______
.....,..
------------
-}_
315
^_......^^.^y.. _..�^....�_.__
__.......�...�r__.^ ..
_q....m^T.T__^.
_^....y
..._y_._ : _..__^._....
_
".
_..^___.. .�.......e�^_________
310
=l:i
.... ° _^'�_�_._.^.^—s•--"u
_-_ - —
^.
.;r^..�____._'�
tr^
y._._" _.^..i.�....
A w
_ ^�. _._� _^ ....
__.
_ i
_ a _
.. .._
N
M
N
a"
,."._..,._y"" /�
N
....._^
-------------
rT
y^.....,.._..."""."."z..—^^—^_—._.�-i„_.,.••,_,,,,.,.."_q
" .....................y
10
---}-
_.^.
^....^^----ti-----^-•..-.....
._..._.���
....
en
to
-
rn
310
--d___^_____y
.^—^---•—•---d-----.1i7
I �7 • A A I A A A I A A A r A
`t/TVV
` o -r uv
uv-rvv
51 +00 52+00 53+00 54+00 55+00
01
SEAL {
• 13668
5625 Dillard Road, Suite 117
Phone: [phone], Fax: [phone]
Cary, North Carolina 27511
Internet Site: http: //www.mckimcreed.com
.56+00
57+00
CITY OF HENDERSON
NORTH CAROLINA
WASTEWATER SYSTEM IMPROVEMENTS
58+00 59+00 60+00
01
Division - 2
Red Bud Creek
16' Parallel Force Main
Plan and Profile
Sta. 47+00 to 62+50
61+00
62+00
DATE:
NOVEMBER 2000
SCALE
M&C Owc NUMBER
MCE PROJ.
# 1406-0002
DRAWN
DKM
HORIZONTAL:
SHEET NUMBER
1” — 50'
DESIGNED
JJF
CHECKED
VERTICAL:
7
PROJ. MGR.
TJB
1- - 5'
7"70
F
STATUS: 1W� a�, y�� REwsIoN

K;. ~H ,
` LIME < U.5. ~ ~ 'A Rat QF~ f~t~" `;EXCEED 2Q L r, 5 y y ;a: '
f~f. B GO y ~ S . 87+~~` ~ : ,r ~ , ` ' !f ~ ORDER TO IfJS'fA -~'~RC~ M~I~V AND SHALL SNAIL
..,fig 22.5 BEND ; . t~~'H f"ORr50 LF ~ACN SIDE' 4f';. E A 4 t.~" n 4 ~,A . r -
ti ~A s ;~~~;7. r - s, .i,~ ; ~ :1°Rli; ED BUD, ~f=EK ~iS` MEAS~JRE~ aM ~TCP -~E CREAK ~;EEK ~
Sl'A. g4+~` .y~' IM m X41.58 <; 'l ~ , " ,,F ~ ~ ~ ' " ~ S f~lf~~l~ SI: MEA5~IRED f~6~NDIGULAR 1'0' ~Cf7EEK: , , 1 ~C~~.
" -333.x7 Cf; e ~v • ; s ~ 332 ~4 ~ ~ ~ P ~ t~
.u. ' i'. K
~ MA1N, . R
- , ` 2 - H,~ ~ k ° °~tIS11NG ~ e~ ;tea ~ , y, '~'~v
, • ~~i s., g
5 ~ ~ . E ~ _ ~ IM e,
~y5 !j.~ ~y ~ : f ~ ' ; ~
r..., ~ ~ ~ !r ~ : i. ~ a:. ~ 4 Fj~ r x " P" :I ~n , ~ e ;
s i ~'S ~ a ,..:.s a ~ ~ t
~ m. N~7~.`, CF~, :
a s~i S .T2/. fy , $ y
k' ~ ~ Sl'A. 7~+~~ ~ 4 4 _ ~ ~3 r ~ ~ ~i
< ~ 2.5' B n ' ~ - , F CON~'RA~ON SNAIL';'~IS1UR8 A C~R~IDOR NOT TO )iCEE9 , BEN A U SHAD: ~
~ ry ~ ; N WIRTN MAX !N €JI~OER 57AIL I"~f~~E M IIJ .AN 4~ BIJf~~~~EEK y AINT'AIN TNIS WID"1'~ EAR ~ ~ t ~N, 519E OF ~
3 ~ t ~ }j . :,f 1 ~%/,j~j x nP 1. i` ::`S "~.:C% Y ~ ~FF Y M~ Nk' ~'OP BANK: DISTANCES ~k3~T A SURD FR~1~
s r ~ v 11 S • L o 4' MEASUR, PRPE~II~~CUTAR Tp CREE#f. ' '
~ 1. ARR~ER . 4~ ~FORCE MiAIN ~ , . < , ~ CIEA N . LIr~iT5 . CLASS k' i~~~~ AID 2b x40 y ~ y.
• u , J? y>, ,,i~ ~~~I , -!;A i ~ ~rY/~WM : M 9 MIN y~.~l~~ MM ~ V ter n ~ ~
t , :9 `n . S 'i.. ,E . FORCE MAIN MH„ do L{MI WATE : ~ V LI M1 T`S *E W TERS OF U.5, F . aj=y l ;
L ' o% ~ ~ ~,r I : ~ AtR REL~A5E VALVE . R' ceill - ~ ~ a V J
°s RIM 344,49 ~ R1P~-RAP 29' ` ~ l ~ tC S `.'"eWa.;:i E + y 's ~ 13AN !gfi M ~ .l,:t,
/f F, ~z ; T~ Get DEI~P , FF E ZING C
: w ~ ~ .a i3': ~ »ti i. ( y~ ~ 3 SANK' Aa _ M ~3
it T „ W : ' ~ ~ J 1 ~ .02 <,v ~ a PERMANEN ~ E
~ ~dy iNV ti: _ , >a k a5 ~ 3 INS; h T1~„#T1~r EASEMENT' J : ' ~ J J IS~ NG ~o
' w , - J ~s J J J >ras~r~~T
i' f,ksa six : ~ _ , ~ s. ,
y ~ a ~r < , ~ 333 s J ~h E. r ~ J l»
+ ~ " ~ n 1::: • .,3 s± Cy,. 5TA. AIRS C~ & ~ 1
~ ry; .y y AIR RE 'S~ VAIN TE' A5 ( ~ , t;
~ 4 • i A.:: is k: A ~ ~ ` e~ < J IJ
o a'y ~ Y £ ~ ~ e: w q k': t< ~ ~ J " ~ ~ : ELE E I ~
~ i y, l f. ~s . <; J J
y ~ ^ i ^'s F 3fv j3.. 19q,:?~ n.'FS /i.~ s.i:. 6 Y" J t
. : ~y : • \ ` ~ ~ ~ ` t t ~ G"
E
, Why ' 14 6 • . J •
,t,..:. : , : ' :F , a, , t ~ a ~ J J Qr 5
:'p : : ~.w... , ~ / ~
' ~ ~ < m I:QNIT~AC. ~ J xs ~ ~ ,J ~ ~ ~ U IW S '
3 a i g . oriz. ~ ~ .
~g` , 0~ TC? OF TIN. /
x i£ ; F ~ k `f
360 ~ _
m ~RI ~ ~ _ ~ ~ „
mm. _ ~L1FdI TER ~ "
55 3
_~l~A . _ _
N ~ t0f~-°L -I --~N T_.
~~Tm - ~ _ SON-- '~R
350 _ ~ _~FJ:I: C'IF'? . ~tT€ E~ ©f R ..K
. ~ _e_....~.~.. _ _m.._____ . ._._.m._. _ ..._._m._.. _ MfTS- F-Wk R F--H:S: E _ _ ------I ~TAL-L 1.94 (~0
_ _..m_...__ ._________._.mmmm._ _ _ :1RO ~ .to_ m:.__ NS ~ _F,_-1fi---~i I E IN-~-- A. L~ ~
fi7~r~'~ .m.....~ ~dA, tJtllal . 1 f=~ Wf~t~ ~ ~ TI G t 1~II -~~~5 ; ~ ED ~XG.....I~ _ 2_..~
_ ~ m~ _.__...__.__M_...~.___ . ~~ro, ~ Ag~~krl ~~~~.:_~i ~MI m~~31~ _.a__ . _ _..m____.... _ _ -WA -L-THI KNf= 13~- t•=_T.. W- _ 8c-'I STA ~ CE- AIN- NQE
345 _ _ U Q
_ m ~ - I-
_ Svc .
IR-~IA B{~M_ --{!fR- ELEA -MA H9EE VERB PE mm
_ - _ W
.._W _ - 340 _ _ _ _ z _ ~
J
z:~= W
_ _ _____.m _ - W
_ - - ~-__m 3 _
_ _ _m. -T _ F-- , ~ ..~......m......._~.................~..~.......-. ~ ...............m.. M ~ -f~
FD _ _ ~ m .R Elf o---- -mm- a
_ .......m..m......... ~
_~~...m.m...~m.m.~. ...~~..m..~, . TR{4W -W NE --N - _ ..m._-.
330 . ___~___m_ m_ . . ._m ~ ~ Q _ ..._...p t!T- __M____. O . _.___.p -
_ _.___T.. _ . - _
_ - ~,_m_ _ _ _
325 - - - ~
---.-T ~ m ~ _ 7 .._._.~t~ ...._._.....M
. ~ _ ~ .............sk St ...~_._...St ~
__~..m...___.m____
320 - _ _ _.....m__. 76+00 77+00 78+00 73+00 74+00 75+00 71+00 72+00
69+00 70+00 71 +0 66+00 67+00 68+00 64+00 65+00 62+00 63+00
' DATE: NOVEMBER 2000 SCALE '"&C "uMe~
SEAL SEAL rnsion -
~IIIInr~~ ~1~ i"p~ MCE PROJ. # 1406-0002
oy~~~'Q~N CARS p\` .A ~ DRAWN DKM HORIZONTAL: s~~r "uMe~t e u ree
R~n~ ~A~n~ ~~e ?L?f C~r~~ 1~wir. DESIGNED JJF ~ ~ 50 r "7A
e o° s~ 5625 Dillard Road, Suite 117 CHECKED VERTICAL:
v o sEa~ Phone: [phone], Fax: (919)223_8031 PROJ. MGR. TJB 1' = 5 OF Plan an Profile
13669 Cary, North Carolina 27511
CITE WASTEWATEF EWATER SYSTEM IMPROVEMENTS Sta. 62+50 to 78+00 STATUS: REMSION loot s~tt~
1 ADDED TOP OF BANK LIMITS OF RED BUD CREEK ALONG FORCE MAIN ROUTE 2/22/02
Be a B rtEVNa Wgr, 0NS DAIE 1-
REVISIONS V- z~ Internet Site: http: //www.mckimcreed.com

_ _ _
y STA. 84+43 ~ , ;a: r 5~ 7,
f , : „ ; r , 16 -45 BEND CM ,`...N ~ s .
? ;s< " ~
AIR: VACUI~M ~ AIR ~ .x k. ~
RELEASE VALVE CRpSSIt~G BY OPEN CUT 4Q~ EXISi1NG y M ~ ~ : u a EN CUT
U71LIT"Y EASEMENT;;." Gw\ d,
: ~ / ~ ~ a ~E ~ M,
\ ;.Y.. t i p~'
M ~r w w .M cw ' (U°' Y~j~' y,
~ ~ y:
~ SILT FENCE i cw ,?,cw \ ~f,~ r i s k~~,~
m 10 OFF ~3tISTiNG UTLITY EASEMENT / - y Q e ,a~
µP i cw ~ .FOR ~ ° / / - \ \ \ ~ ~ s \ -
~ ,
STRAW W/NET LINER ~ - ~ - - ~ r ~ \ \ \ ~ F
EXISIING20 ElT1LITY EASEMENT ~ / / " - £IF~A ~ v v y FCC ~0 F
.K DAM , vnRE PP a y.,,~''~ v ~ 20 PERMANENT CHEC CHECK DAM ~ ~ ~ ~ ~v C
SE . M: ~ UTILITY EA MENT - ~3 \ ~
CHECK DAM ; ; „ W Wis. s:~~..,, ~ 16 FnRCIr MAfN ~
MP~1` - - ~ ~ r ~ ''i,44 d~5:~5i .,gyp ~ . &,y ~ '*ti \ 'ti
w , m~ ~ ~ 1 b „OFF EOP ~ x'
/y a~s°" ~ s
- - ~ ~'o 6 bFF EOp, . k ~ ~
- ~s ~Y
~ Y -r . , ~ ~ ~ ~i w'~
~ ; 0 3~ _,Y ~ GW
- - - / - ? ~ ~ A c::: *ti.,~ ~ 60' ROW ~ ,w
u ~ y kffbLL a ~ ~
~ ~ a `70 POWE~ElNE IwASEM T° ~ 4a ~ _ - ~ ~ ~ ~ p
a . ~ ~ > f\o~.
~ ~ " ~ , ~ ~ ~ , x
: ~ ~ b & - Q ;b~ 55W r x; ~s ~z~~<~~~ ~ ~ € ` ~ ~
~ x r~ ~ - , A Wy, ~ . r , , s
' , e. * ~ „ „ w : s
.rl+"" ~ ~ ~ ~ 6 „ .s > x a ~ , t ~
u ~ y G 3t ~ ~ y w. `a` .3c°
N _
~ : ~ t ~ ~ ~ r,
~5' a . zy is ~ ; ' a,. r Y n r m» ^,x ` ro,
f~~~~ . H ' CONTRACTOR Tp' VERIFY SIZE, DEPTH,' MATERIAL * ~ ~ f
a~ ~ ~i aA yZ ~3f.~Yf ~ ~ d hY c 3'.~r(~•~.6. " ANb LOCAIIpN l"pR ALL UNbEFtGROUNb UTILITIES r
U, w fA PRIOR TO' THE START OF CONSTRUCTION, M,
z- w
.~s ~ a x s , „ 9 `50 0 50 100
w t~;° s ~ + <
Y ~ ~ ; 4 e ~w y
' : w V ' ~ ° 'SCALE: 1 "=50' (Hnriz. - n s., x~ Y
N ' ak
y j . ! , . _ _ a t . . .
. 1.
EE .
400
3b5 3~5 ~ . 0 _ ~ . _ . __.m. _

.~.____mm ~
_ _ iN3 Att ? 0-tf 3P ~1AL _iNED _
360 mm _ . _ ~ . . " r_. _ . _ _ _ _ DD 1~_~ AM PIE IERE -~N _ .a. _ _ _ 3q5
q :_~.~..m _
355 - _ _ ~ . _ _ _ ___r 3>3>r~ e . ~ „ ~ _ _ _ ~ _ _ _ _ _ _ _ _ .n
a _ _ _ . _ _ _ _ . C~_. m _ _m~....._ m...._.. _ _ _ _ _ m.~_. .._.m . m ....m . . _ .........m....... ,
_ ~ _ ~ EXlS NG_.GR _ _ _ . _ _ . _ _
DI~R ~ PIPE..-
.r. _ _ - . _ _ .
350 , _ _ _ _ _ _ 350 ~ 85 ....n _ _ _ _ _ _ . _ _ _ _ _ . . .~m ~ _ . ~ __...m__. 385
_ a ~ r _ , _ _ _ _ _ _ ~8___ M N,.._ _ _ TgN_ ry;..~ .
A _ . ~ . i:..~ _ _ _ _ _ _ _ _
x _ _ . _ . _ _ ~ ._._Mt ; _ _ _ _ x _ _ ~ _ _ _ _ _ _ _ _ _ _ _.~_._M N,....60
_ _ . m.__... _ . _
345 . - . . 345 80_ _ _ ~ _ _ . , _ _ _ . _m_.__ ~..~..ri: f...~.~.A~. . 80
k
z _ _ _ . _ _
x ~ _ _ _ . _ _ _ _ _ . N... y _ _ .....].8.. FORC .MAIN . rs~rrrt ._T~f~. ~-fi~R
~ > _
_ _ _ _ _ _ . _ _ _ w_...__._ 340 _ ~ . _ _ _ 340 7~ . _ _ . ~ . 375
,h~,w: . tivd .~Hti ,ti Ha~~ .~,~.a..~~ ~A~~
_ __..__...m......
~ _ _ _ : _ _ _ _ _ ~ _ _ ,..__9~4 9.~,._ . _
_ ....Y.....~...... _ _ _ _ _ _ k . ~ ~ _ _ _ _ . _ _._..m
_ S x . , ~ 335 _ , 335 7~ _ _ . ~ 370
~n v.~.ti~.,.~ . M..~~_~,~_..w~...,9.,. " _
' ~ ....0 ~
7 ._,._„r,_.
I i _.""°__.5~ _ , _ _..___pp 4 m._ ._~p . . . ~ z i _ B _ _ ~ .
365
330 , - 330 >3 _ t., _ ,~.~M ~ _ _m.: _
_ a • , V V r. _.O n _ ~r ~ n o ~ ._____._~n ...,.,.,.,..o~ _,.__mm ~~~m~ ~ ~ ~ _ ~ o _ . _ 7_ _ .Al ..__..~m,._._ __.._.pl ._...........q) ~ ....._.0 ..........._..r. _._mmM _.....1A ._.~....(p _ _....,..1~ .0)..__._ ~ _____,O __.._.....__._..__....._N..-'..
~ ~ __._...1~ _.......____...T.00 _ . _ _ _ _ _ a0 _.oD A0 _ . orn , .,.,...,..._C~ __..o~ ............rn ....._rn rn _ oz fJ ,__,._..._„CO ~ fol. ._,.,M ~ ._______.._._.__.f_~. __,._....mm_ 1[~~ ~_~..,.,lt~ _.,......_.r_~ ...._..M ...._.._.._.~k .,..__..._.,~k
_ _ _ m.__ _ ~~m,,._.~__._ .,_,~m__....___.......__ __..__m _,..,m _ .
325 _ _ ~ . ~ _ ,325 _ _ 360
+ + 7 +DO 80+00 81 +00 8 + 0 + 78 00 7q 00 q 2 0 83 00 84+00 85+00 i+00 + 86 00 87+00 88+00 Sq+00 q0+00 q1+00 q2+00
SEAL SEAL
DATE: NOVEMBER 2000 MkC DWC NUMBER ~~S~On SCALE
MCE PROJ. # 1406-0002
~ Red Bud Creek naeumi nuu HORIZONTAL: sNEET NUMBER
E r lYl 1tllY1V %.wL%A jLjL
SERI. NORTH CAROLINA 16 ' Parallel Force Main DESIGNED ,I~ 1• 50' CHECKED VERTICAL F-70
13tN 5625 Dillard Road, Suite 117
Phone: [phone], Fax: [phone] +G Plan and Profile PROJ. MGR. TJB 1' - 5w OF
~ Cary, North Carolina 27511 r WASTEWA
,STEWATER SYSTEM IMPROVEMENTS Sta. 78+00 to 92-F00 STATUS: yyi REMA~
REv.NO. o Internet Site: htt : www.mckimcreed.com NVR 1TN1{lCl
REVISIONS UMrnoNS oAtE (~•2-9 - 00

x£~, ~ ~ a
;,r,3 ~ x ~ fJ i j w
~;u : a~r~ ' fi ~ ~ c;, , s c . , . I Y;i, fi ` off.: X~ 9 ~ 4 • ~ w
I - " ~ , ,,.t; , ,N/fi ~J H .1 ~ i, .
` / / ,u~ H ~ a .3 ~ Yt
: > ' a,. ~ ~ mss' ` "1, s ? > ~ ~ YG ~ r n R ; !M„ F
' f H § ~ ~ h i/ SP b ~I iu ~c1i', ~?'k~ ~ ~ ~ 9 ~F ';a u.k s: P # s„ sic ;l~ a ~ xw:::a. .a gr
> s s ~ , ~ ~ d s ;~s `'r / r ,
` 3, a: a- sai f
/ E ' > , . a: Y r &
y u:> r < i~ 4 n b 8'+~~ ~ „ ~ ~ x~~
~ a: r %r' a ~s . . , / ry > L ' ~ce 1 ¢ ~ x, ~E~
~ a ° ~s, x h ~ ry.
k ~r„ I6 ~ 'fin ay _ r i
~r~ ! ~i _ ENS ~HASEa CONS, U~'~ON STAB 9~~7;~ ~
~~s ti x , 1 "s P TO VALVE INSTALL 6 ~ J.~ Li1G. RQD , ,
~ ~ BEGIN, PFIRS~ II CON5TRU~TION ~ ass ~ e a - ~ a ~ '
I it ~ ~ ~ ~ ~ ,3 ' ..a- ' 8 i a , 'a ¢'~,s
, I~, - 6 `
"n* Zvi. i. ~b, 8Q "ROW ~.r y ~ STA. 55+DG n 1~~
y P,., ~
h AIR VACUUM dt: ~ r > > 3~ ,y~ AIR R . ~ ~ ; , ELEASE ;VALVE . ~ ` . ~ ~ Y 1
;r , ~ p,, 1 E ' IE=398.52' ~ 4„ ~ , BLIND .JS ;i A ii ~ - ,
a . _ A ~
N ~ 8 it( 18 RCP ~ ~ 2 M:: Q
INSTALL 16 FORCE MAIN OVER 24 RCP RCP • .
- eAD- - - r
U of 1+" ~ ~ p 4 ryk ~ ~ AI ~ U
!S' :a• ~ N~ e~, ~ ;~4
i w~ fax` ~ „ a~. --r
W wr~rwr.y I' I ~F v. ~ ~ W - 5
W.. - ~ F L1.I ~ ~ IE~393,4 e IE~393.96,~ ' >v , Q
10 O F q: ~ ; . ,r, ~ Y x., ~ ~ ~ 5' Vf~ EOP ' f ~ I,.`' rA~,;, i~ ~is;~;:~ ~ CHECK GAMS . SILT .FENCE ~ P ~ ~ M CRgS~INGDY OREN CUT;:
. m , ~ -~Q r , ,
f n. J y
,e 'k I g F;.~. a K
~ ~ ~ y , s :u M
a z ~
: _ ~ "x R ~ ~ ,
w Yr, ~i , > , ' C ~ y ` k ~ „
a ~a f s :
m .,7y,~ ,d, . r I ! - ; she ~ :
~wJ x. - " ~ ; . , ,I x, z A r y ~ t ~ ~ z . J 5. - s`z' ~
~ r a ~ "
o : £1'' _0 50' 100' y ~ ' ' ~ , CONTRACTOR TO' VERIFY SIZE ~EpTH MA1EalAL
s; < u »s. , s `s t . t4b y ~ /T `e . ,
a r..: a,' F ~ ~ 1 i M' ~ ~ ~ isi:. ~ 3 i f ~ s, y , • 3. - ~ x . k ~i`i ~ ~ ~ AND LOCATION FOR ALL'.. UNDERGROUND U1ILITIES n ~ ~ 3~ ~ ~~~,r~. I~~ALE: 1 -5C I~I~riz )
. ,,.x £ ~ p IQ~ TO THf= STAR`f Off' CONSTRUCTIQN. ~ ;
,:`:;fl„ x~°' y;;: £ i~'u~z. ri .:w. ii£3x."k. as N, 8• :'a 3;&katE \:a~e~x _.___."a-__:F;_..._.._. vii:: 9.,F,__. Y`
mxnamnsmxg 1 i ..........,.._......I q t t ..._m..........1 ......................d__.......__...... ..p__.,.._.._.._, p.......,..........,., i ..........._t...... ......._.......__,p....__..._....._. ...........,._.......d I 1
i I i i T..y._._._._._... f _ -~--•-_p__.--- ...............i _,p.. . p p,,......_....,..__ y.
I
t _ _ _ ---.i.....-_-- s_ i ~...T., . '~......T........~... _ ...~1.___...._..~ i 425
i ...._,.,.______Z.__..._ ..................._.....,.._p_________......__.__...._.._..p___..M..._....,__,._.....--...1--__.._.._...
425 _____i I I I ' m~._____.. _ , _ ....._.,......__p...._.....,.......,... ._.«......_...._._p.... 1 _ ___'T i i t _____.._i .,..._..m_~_. p .~..~...~._...m._.._...4_...._....~....~.._____..~. . _ b._ ..............m... m--------~-e.--_~_____.,. _..._.._~_i...~.._.._.._......_ ._______~_~~q......_... a. .__.~.a.__._......._...
.._.._._.._._.e..._......~__. I I r I : i p---_~..... i i ...,.,._.._..,.„M,.,..~_____~...._. r-
I p_ .p.............__._. I I I I ~ I S p..._ p_......._.__... _.._._._..p._....._.........~._.......p._..._...._m. ~""~__S___~_~___ ~~i,... ,
1 I p._ ._........__....p ._._........,.......p.~_....._...__ ........_.._._p.............~...... tom.... y7 I '___.-T I ..........._.._.....t........~.___..........m.._.~._~.._,_ ..-r...~...._..~.... _....~......__~_.____~_...._...~..Sri,.~~.._..m...._..._____.._.....6 .._.~........._..t._..~.._.._.~... .......____...p...... 4--....-....,......
_ I } r ..._......._._.p-____.__... _._...~_...a-..____.~._.._ 420 E
' ~ I ~ 1 ~ I .._.I._....._.._. _.~.-.---.-~.m__~~_____ I y._..._.._........ ~ ~ „ ~_m_____y _
EN _ PHASE L C NSTRt~C110N STA: , 5+~~5 - t._ I ~ _ ,_______.._______s~..~.... w----~----...~~ ~ i > ~ ........_.~...m_______.. i
_ _ __~-_-_p_~._______ . T ~iN~ ALA=:~~"..M.J ~~~~--yob- fio~U~~S~ i ' m..___..~i v a----
_ .~..._,_m~._ ...~r_...~.__.._._.___~____._ mm--._ _TBE. IN~:PFI.ASE II. ON~TIRUCII ~1._.._. _ _ i ~ y_ ._Q.._. '
...,...,.,.,...........I_~._..,. ' I i _ _ f y..... . p... ,.q gyn. __.y~....... iw. _ ~ 415 i i i . i ~
415 E~ _ s i f i __-__.t ~5
. _ ____......_.f____... ___._I_.______ u nLL<I o.N._P . E_CENTER _o>~._,_..___. , - _ _ _ ~ ~ ~ _I____m ------t __.D p ~ I 4 p._....._~.. ~~T~~_..~.mm__~ . L.............
'_Imm j I I ' p AIR -VAEk~bM--dt IR--R `LEASE ........b.... _ . .I. I _ ~ _ p._ ~ _ . > p.......,._._ t ,fit. j.._.._._._...........,.._.__._._.;_"___•___. --i••.--------. ~
r ,p._........._......... _.....~------i _p . _ . ,
. I_ s..._.___ I . _ _ - p._.........._..._.. 9.............,.,...,.. p- 't DER PME i-________ _.i _.r • ,,p.. : ~ ` i '
10 I I t t. I I ' 4 m _ . _
' ..9....... ._..._._._......4 { . a .i i I i ~i ~i .
f ~ }-1_ _ _ p _ . ~ _j_. 1~---------~~ ° .~p . ..,.I { I ~ ~
p ! ~
f I T~---- _ j. _ j._.._ . a ~T--~ I .------r
p _W_ ~ _.t~...._. _ . 405 _ I _ ~ _ i .a._............._.
._,._.__..._...p_. ' I _ pm' . p......._.. p... .
_ I _.p.__._....,_ I
I i , T..___.._. _ ..._._i.._.. i • f h_............ } / 1 p ...._._.-.p._~..... _ 9. I I ......~..______.f. ._y.
. ..__.._..........p. p W . _~_...~i._..._ - 400 _..~.____j_. i _
400 _ ~ I p a
_ t r_____-____ I f I _ ..._...._...._.__f ................,..._.p_...,.,.....____.. 1 .__i_ I .,,_..,_........._i _p... I ...~......_...._p .......t~.~....... I . , I _ i _ . __.m______j
i 6-FORCE'- IN--+ - ._____r_ _ 11t .~^9^^.................~....~...
I ._j I ..m. ._,..._....__i._..._._. I.~. qyy~~7C ~ ._._~.j i i
p _ ~ ___m_____..• ~ ~ ' ' ` '
.___m__.._>_ I. .I E~.~DETAIL.:_~ 1E~T__:~_.~01 w__..__._ _ I I , i I I , i E i ! ~ ; i i ~p._ , ...__..._....,........,....m_......,~.. _._____.......y. ._________t_...._._...._.~..~~_______.~t......_..~..
395 _ . I._...._...' j._........_... I ....___...I
y _ -____........r-~-~-_ _r.. i__._.
.............p.__._._._._._... ; I I ~ I ._.....i. .mm. _.m._m.{
~._..._...._.p...m._._.. ~ , .k, r_._,._..._....._ I I . r.._,..._.,........ .....-.._r-_....._ p_...._....._~..... I r f_ .......__....~._I ...,.-._..._......,t_ j.~......... _____m ~ r p.... i"-.~- 390
..._.._.___p_...._..._. ; . _ y______.m _
' .~._._._.a,._~..~ ~ , I ____m_m_.i _m~___.__ E___..... _ p_.._.._.._._... m______.._... i i
. ............._.__p_~.......-_
......_......_._.p..._...-._.^ . _ ..._..._~..,.p._.....,.._».....~ _.......,.....,.._.1- _ { p i t7_._..~.__i---___.~ ~.___._.;_.__-___l[)..___.___..s.__...._.~A._...~.._.I._._._.c0. _;_,_.__.!0 _.;_..__.,..(0_ .___._.c0.~.___.;~..~..lfa _---~--;....~._!n ._...{....~._t~ 1----~-°-i~ 1,__~__.st. ______.ll) m~_____~_... __t..._... , ~ ~ .........._._.t___.__c~l __._.__...i.~_...._.nl Cpl ~ 1_•._.._....._ ' ................C..', , y.................
_..f...._._.~O _.._._.--..t._...._Q , 1..._._~D _._.,.._....p. _._._.D ~ _~.,I St ...t--- sk _..._._.d~ d ~t ~t' 1 : I 1 i -{......_w....__ .~..m.._.._._ y 1~.-..--........ -.-.....p._.._....~.._._.. i i i ~ i ..,m________. i
7..._..._.........._ I y.......,...,.......... ' ......i__~_....~~~... ~m......._...... ...............Y......~...~.~~.. 1 I
385 _......_..,...p._.......~ .._____;___m__...._.___.p__.____. i 0 01 +00 102+00 103+00 104+00 105+00 106+0 100+00 1
8+00 99+00 100+( 5+00 96+00 97+00 9 93+00 94+00 9 92+00
SEAL SEAL ' DATE: NOVEMBER 2000 M&C DWG NUMBER SCALE ~V~S~O~
MCE PROD. # 1406-0002
H CAR~~P e u ree DRAWN DKM HORIZONTAL: SNEET NuMeER
A~nQ~~ ~A~n~ ~n~n .IAA A_.~_11_1 P..... \ 1.:.. nrcie~ien .LIG ° 5D~
I Iv~ I I I I vr%l 1%of 116=11 v~ io rarauel rvrce mam .
SEAL 5625 Dillard Road, Suite 117 CHECKED VERTICAL:
25' Phone: [phone], Fax: [phone] Plan and Profile PROJ. MGR. TdB 1w - 5- OF
Q Cary, North Carolina 27511 WASTEWA
ASTEWATER SYSTEM IMPROVEMENTS PHASE I -Sta. 92k00 to 95-h75 STATUS: REVISION
CNAn1GED LoG4TaoJ oP Eat) IA I cow3 1RJ-fiO4 y, tiY gP REV.N0. DESCPoP110NS DALE Internet Site: http: //www.mckimcreed.com PHASE 11 -Sta. 95-75 to 106-00
4h~uu,p`,
REVISIONS

_
, ~ ~Q r,
, ~'~x ~n,
a
~ d a s a a N
,k ~ k ~ k
V~ ' `STA. 14#05 . ~ _ G k 1i.
16 -90 BEND k z w r K ~r ~a"' fh ~ a 0 :
W 10' OFF EOP . 3:: ~i
. z P.
6' OFF ~ ~ ~ _ °i- CHECK DAM ~ , Ce
~ ; 5TA 114+Ot~
16 FORCE: MAIN ~ , y . ; 9 , , 16"~45' BEND ~ Pp
~ -r MA1N ~ ~f'I
„.n x ~ ~ 1
u !'r r ~ + %C 1 4VERHE'AU UN~S _ •
~ ~ ' ~ IE=417.60' "w' r,-" , t
~ - ~ Q}
_ ~ - 12 INTERCONNEG~fION NO. .r SEE .DETAIL C-501 ~ " .r { r
. , 4 ~ i
i
- 1 1
~/.r+~w r tr a
6Q' ROW m FF u! e Q P~ ~ 1
~..v.+' ~ , IE~413.08' cy r
/ i s.. ~ a..: M > d
. LL ~ E , .;3 - 16 FORGE MAIN - ~ . 1
~ 107+19 ~ .TEARING A5 Rf`Q>;JIRED STA ~ . ~ ~F ~
FAIR VACUl1M fit' AlR ~1
iML~ASE VA~.V k , 5 OF ' R W ~ ,
~ ~r;=`' , ~ a 1
1.~ ~ z W ~ ~ T 5n N 1
e ~i ;
SILT F~lVCE 6 _ " , ~ _ k.~ SCE ~ r ~
q„~ , ; a
b~ ~ t~. ' e > 1
e ~ ~ 1u1{ ~ ~ , 8; 5 tad e e ' 1 80 RC}W •,k ,
u Lb''~f ~f fU° GAS LINE... 'fi 9 GAS lJNE
VM'" 0~ EoP a , ~4' ~ ~ EOP
f:> ,ti ~ wFr~ ANA POINT l-0CATIONS: ~ . ` ~ . ' 8' :.:OFF EOP a s, 8' OFF EOP ~ ' - ,
` , TC~: UERIFY SIDE 15 PTH, MATERIAL....
~ ° ~ ~ q ' ` B1 116+81 ~5 ~T. CHECK DAM ~ , . CHECK CAM tlflfV FnR ALL UNCEGllNC .UTILITIES ~ 2 ANC LQCA
. ~ ~ . , ~ C~RICR THE START OF CQI~STREJ~~ON,''
l.~ ~g x e Y :.Cg lip : ` STA. 117# 26 ~ ~ ~~2s
~ h ~ ~ ,16"-11 ~ BEND ~ r . ' • • ~x BENC SC.. ~ SC r 100
r . , s- ~ ~ , ak ~ a v f p °M
_ , .r ~ . ~a~ N •SCALE: `1 =50
. , ~ ;1 . , a Y " ~ , ;ti
, ~
wri.m~u•: ivrwn~irona!!»..Hrvu ,v,.. i ,»...nw.wx~vn~3muxrmr?wo..m+:..o
arim ,xH= ,A~,1Rn~ ,~>,~.n „nA.~.~ .,~,A,µ,A,,, a~~~ 9,.. , , N _ _ _ _ . _ r.___~_
_.,.,M_.~.
.m i . _ _ _ _ . .~~....__..____,._....,_.._....,._,,...,.M.._ _ . ~ m ~ _ ~ _ , ry~ ry~ _ ..........n....~..
_ - 420
. 20 _ ~
. _ _ _m _ _ m _ m.__......... _.....m~. ~ ~ __..__r ~ ~ ~ ~
r:.~ _
~ 415 ~ _ _ m..._._..
, . 3 ; e.
_ _T _ _ ___,m. _ , . .._,.,,m _m. ....._,m. .,__.m ° 11 _ ,.._,.____,m . _ _ m...~...__....~ i
_ __._m,__ .,~..~.m____.. ._....m...m..,. _ _ ~ ._.,.m.,.,~.,,...______m~.-
11NC A(~ _ N.. _ __.....m fi _ ORGE MAIN m.._ ~m~ ? m~ >~_~f~ .m________~ , m_. s ~
. _ _ _.._.m
_ XIS _ . ,,,,m ,r.._..._ ....M.. .....m._._,.,...., _ m~__~ _ . _ _ ~ ~ 410 _ ..._.m__..... ~
410 - . _ _ . . _ _ _ _ , ......._.____..m__.._.__
.............~m,_...... _ m. _ .m______~_ - __a_...
p _ . _.....m.. __.__,m.._.._ ..m..-.. . ._m...._.__ __i._. _,.__,__.m. m____.
~~TAM~ _1UD _.9~ P~ECI _ _ ~ (RAN PIPS. >rH.TE . _ i ..............m..,............ ~ ~ _ ~ ~ 05
. . _ A UUM ~itlR~~ FLEA E fil . I1OL~.. . I~_._.._ . ~ d.._. ~ ~ ___..~.__r..~___.._ _ r._ _ ~ _ 4 __.._._m
~ _ .E, _ . _ m_ . _._.E . _._.m~...__.~._.... . - I m _ ,.~...M._ ~
405 _ _ _ _ _ _ ,_.mm^ _ ,~d~ _ _ ~ at _m {iC 111 111 _ . ~ . . ...__._.,M.._..
_ _ ~ _ _ m . x ~ ,~.....,........m____~_._.. u...~ _ __...,.....m__~..__..,._......_.. . _.m_......... ..______._....._.,.._._,,,..m
.~...__......m. - . i
a _ ' . _.,_m.. .__.._._._..,_......M.~._.._.__._..__...__m. .,.,m f
~w ' _ _ ~___.,.,m. . _
400 ~ ~ _ ti .9a~~~. _ _ _ _,.,,,.m.... ~ _ i € _ _ . _E_. .__.M.. _.....a.__,...___ ..m..__.
,._..,__M..,...._._, m.,~ ..m_.._.,.,.,. _ . O_ .E____,..,..,..... i . _.__....m.,. ~ _~.,m M i _ . ~ _.m_. Z ~
w. _ ~ _ _.,~_..._..m.._.._....
._m _ .m...._ ~ m. _
. ' _ q~w u„~,,._.,~,,,„~ ~q~~~ - ~na, N a
3q . ~ _ m _ . ,,,=n,=,~9.,_ A~„ ___m _ . ~ f ~i _..m.. .m ____m_.~. _ .,.m____._E _ r..
o 0 ~ • _m. ___e. ~ m..__..m. „_._,..._....__m__...
...,..,_...m....,..,.,.__....., , _.,t,... , N. , . ......................................................................._._,.,__._...__.._._„m .._._.m
_ _ ~l _ ~ _ _ _,.__._._....m._._._.....,.~.._~_..._.._._._....,. ® _ ~ I.... __m___._.._ 3
a.._ ~ _ _
m_ ...N...~~fixA _ _ _ ..f _ ~ ~ M._.~_.__ _ ~ ~ ~ m__._.......____......... ~ ~ _ _ _m _ T_. m_ _
_..m _m~.. _ . _ _ ._.m__ ~ _ .~L._____.____ _ _____~.....~n~
_ _ m~__.
O .m..,.., . _ _ ._~__m~...__ _..._.~._..._..m__._ . T _
_.m _ m...._... _ _ _ ~ mm. .n ____.L.._m ___m _ . _______l.___._______ _..___m___._....,. _m _ ~._m.
._.M_.,.,. 385 - _ _ . _ . ,,,~,.~,..~,,,~M , v„~ti ,v~„N~,.,.. _ m._ _..__.,_m,......_ _ ._.,m. _
E ; _ . _ _ _ . _
, r_ . (n . Q ~ _ ~ ._______m _ ~_c~ __,_o ___a.____~_~~ t7 Q...._.....,, _ , _ _ ~ 6~ tp _._~.___O Ap E .
E _ ~ _ ._.,.._,n .._.....u~ _ ~ ~ . . N cv _d' __M.,m,_..~ , ~ ~ _.._.[V ,...._.__N ........N _ ___.__Q ~ .__.D _Qa _ . _.~._Cn~ _.,_...__.,.,..._.Oa .__.._......__.....,..m_..,.,.,_. _ I ~ ~ E ~k .._..__._~h.~.,.~.__.___,. [M ,A'~ _.,_m.._ _ _ - 380
___~h . ....____._St tt. _ . St . . ~ ..m_ _m.___ ..m__ _.._m.___.. _ ~ g~
s 380 ~ _ . _ _..__._.m ,.~~~w~. 113 00 114 00 +00 0 117 00 118
10 00 I 1 I +00 112 00 00 IOq 00 I 115 00 116 0 114 00
6+00 107 00 108 10 MgC DWG NUMBER
SEAL SEAL _ DATE: NOVEMBER 2000 SCALE Nision
"s/ MCE PROJ. # 1406-0002
7 RAWN DKM HORIZONTAL: sNEET NuMeER u ree D ,
~ ~~n~rl ~ ~ A 1'1/11 It?1 A .w. w _ u _ ~ ~ _ _ _ _ 1 nrcir_tiFn JJF ~ - 50 ~ ~7A
~vvrt i n ~~?nvuivr+ lb tetanal rvrce mum ` VERTICAL:
SEAL ` r 1.V,1 1 11 V 1V X11 %LjLL/
13669 5625 Dillard Road, Suite 117 L~ROJ. HECKED Plan and Profile MGR. T.6 in ° 5OF
Phone: [phone], Fax: [phone] Cary, North Carolina 27511 WASTEIA
r
NA3TEWA"IER SYSTEM IMPROVEMENTS Stan 106+00 to 117+44 STATUS: .max Subff W REMSI«N
REV.NO. OF.SCMPnONS WE - Internet Site: http: //www.mckimcreed.com
REVISIONS

r.. E ~ a~ b
m, xx N: & v ~ ro.
~s ~R 6' , e u
w s g~ a ~ ~ g':i: ~.R ~ r w
~ n ~ a ~s , e. o x ~ ~ .~y'1x4~fYn"0 J ~ y ~ ~ .jet
w, , ~ ~ < m :ti
x„ ~ " <; KK , n ~ n ' f k€ 0 ~ e .N
~ n n ;e: n
~ ? , G ,a ~a s s k : k
' ~ ' ~ a°~ x 3 a "x
~ ~ a a„
, k^~ r !3 ~ „o ~ v ~ kk
~ 4 ~a ~ 1 , 'V j
a 1, & a+, ~r 4~ ro~ . ~ r x
S_:~ SSMH a r a ~ ~
'A\ ' TOP=391J0 I * ~ . ..INV., IN=382.75 . a,:, „Y,i;P'
! ` 1NV. OUT=3870; 0 F ~ k ~ ~ k~ ~
~ M
8 ' ~ ~ W ~w, y ~ ~ ?
~ ,
Z z e, 3.. ti O 4, "
CHECK DAM , ' ~ ' IE=382.60'; N . ,
w ~1'
' .,,80 ROW , L~ I
~ STA1 127+75 _ _ i 6~ - 45' BEND
~ ~ x Q:. ~ v ~ 1E~399.36' CROSSING BY QPEN CUT
M cas uN~ , ~o
S~'A, i 27+aO N ~ , oo W N
4 Wq ~ UNE M ~ 18 -45" BEND ~o ~ ,r II RCE MAIN ~
51L~' FENCE _ ~ 15 .FORCE-MAIN , Boa PAIR: u/c TE>,EpHONE o GAS LINE w - -
WETLA,fI~;IP01 ~1~; 3' oFF EOP (Trn,) 15 HDP~ ~ EXISTING ~ k ~ ~ R~~ ~ 3 ~ ~ „3 15" ATIOh{ Ij t~WN) r
" ~ - 15 ;,,RCP (pE~aTlN ~ ,
' " P/W MON. N 0 B3 _1 8+04 2 RT. ~H ~ as 3~c~^'- CH CAMS °!15 RCP _ 1 ' ' I ,
B4 ',11~'+97 ~O l~T. ssMH c~ . ' wY IE=411.33' < ~ ' 4J-d - IE~39 6 ( 10 OF`f~ EOP ~ ~ ; ~ ~
TOP=389.0 ~ : ~ ' x INV.IN.= B' h t ~ 382.3 ' a, u 3 d 3 0 "
~ JNV, OUT~382.18 ~
, ~ , y~ P , ~ a HEADWAU, µ
.:CONTRACTOR ~~HALL DISTURB A CORRIDOR NOT TO EXCEED 20 ~/W MON, 1, ND .HALL ~~O551NG BY OPEN CUT,~~•. ' .3 U d CUT.~~--. ` ~
IN IMDTH (MAXI) RV ORDER TC? ~NSTALI~ FORCE MA N A 5 5' q~F R W _ . 5" BINpER 2" l~2 IS WID OR 50 LF EA H SIDE OF THE; UNAMED ~ ( ~ .MAINTAIN TH TH; F ,,C , m, , k ' y» : . ,g r
TRIBUTARY AS MEASURED FROM TOp OF CREEK BANK. DISTAN~'ES INSTALL., INSTA~.L 20 LF, -1~ ~.I. P~
MUST ~E MEASURED PERPENpICULAa TO CHEEK. ~ ~ CURB AIVO ,GUTTER 4 [~P wATEEt LJNE CENTER~>r - w » CENTEaED OVER ~Q ~tC~? < <A:..~, -
o W~ MIN. W/.,MIN. i~ "~T SEP~ AVON, ~,r;. , ~
SEE` CROP w KK~ ~;r a= „ SEE` CROSSING DETAIL C ~ ~ ~ ~ ~
m SHEET'n1' `SHEET Di. M ; ~ ~ ~
. a ~ , . R .k ~ . y
=a• ~ .w~ , ~ k M y" ~ 0 0 5~, 100 a, ~
a ~ r ~ ,
. W ~ ~ y ~ n _ z SCALE: 1 "=5~' ~r~, ~ <
' _ I :x.: yet, fr...
E~,,. v.,~v,.~..r~. v,s,;vNV~v~:.... r _ _ _ _
....,.__.i_.~.., ! 9 L... _ _ I y._.. 3__.. ~ _ _ _ . _ ~ , _ _ _ , a , r _ ~
, _ I~._.~ _ _ _ _ ( E f I . _
3 . _......M______...._ ,..,.,,.,a. t z ~ ~ { 1 , _ _ m____. ..~._fi_.._._........ _ T_ . .m..._._.... . _
1 ~ S . 3 . f , ...._.m.._._.... m.._._ _ . 420 . _....,.........._y...................... ,
420 ~ _ . N,..,~.~~ „ ~ . . s.., i.,,,.._... _ _ _ _ _ I _ m_...,... ~ ~
r i t E s I } . r.......,..,....... ~ _ _.___F., ~ a. , . _._.r__.__ _ . _ _ , _ , 1._ ~._m_~ , m . ....I..._ _ . . ~ _.._m,._... ~ _
, 1. .....f_.. ~ ___...__m. _ _ _ , .m ~ _.._m_......
E , ~ _ _ I__ ...i...° __'s .,..,~,..,I . _ _ , i. i._.... ~ , _ _____.,m. i...._._....., _ , . ~ . _ _ _ ,.~._..__._.m..._..__.,_.,. ~ ....,I_,., z _ _ _ _ m... ~
_.......E ~ f 1 I...,........,, 1 ~ E E t... ~ I I 415
415 _ . _ x. _ ~ , _ . . . . _ . ; < i I ~ _ _ ~m ~ ~HHAH r _ _ _ ~ ~ _..._._.__.m. _._._m
E______._,._..____~ ~ ...,,,,,._.._,.,,__,m, r.. ~ ~ f r m....m ................_.._._._m. , ..m...._..m. _....m _ _ , ___.:~~:E~~_._.._
r.,,., _..,.,,..,....,M,,.,. ....,,m ..m.__.._ _ _ _
L.,,.,.,.______... . _ _ M.... 1 .m.___ __._.....m.._ .
_ _ _.....m... _ _ ..__.MI ;_.~;p . R _ T~ ~ I ~ ~ ~ , _ . __..m.~ ~ L_ _ _ . ~ . r....._ , L., ~ . ___._..._.I_._., ,..._..._..........E.__,.,.m.__.._._..........._._..__,._..._.,....m,._..__..._,. I ~ ~ . _ ....__.m
~ m.. ,.,.E 410 ~ ~ _ _ _ _ _ _ _ _ ~ . ~ I - 410
0 , , m . . t ...__._..x , _ _ x___._.__._. p......,...._ _ ~ . . _ . ~ _._,,,i._,.__..._..__ m._ _ , _ . _ _ , j... _ , . , . .3... _ _ . ~ _ ~ _ _____mm,.~._ ~ m,_._.. _ _ m.m ` s .
_...__l....__ 0.__.~__.._____... ~ _ _ _._,..___,,..E.a..~ _ Z..__ _ _ _ 1_~ ~ ~ . . . _ _ _ _ _ ~ _ ~ m__... . m _ m.~ . _ _ _ . _ . ~ ~ . .
pp 1 ~ m_..~ _ , .EXIS _.AR L m,...__..._......_..__..,.,.,.._ , I __m~..,.,..__ _ . ~ _ _ x _ _ _ ~ ~ . ,m.._.
. ~ . , M_____ N ~ _ , OVER... ~P/PE_..........~
_ _ _ _ _ i . _ _ 405: _ _~..m_..f._ _ .....____m_.._.___.._._,.....:: ~ ~ _ _m_. . 405 E .r ro
_ s. _ ~ ~ ..m......... I ...I..,._ . M___.... __...,.,._M., ~ .,.m..m.,.~...m______m.,.. .m.~..,._._._...._._,,.,.,., ,i_.._..._._,..... . _~.~_______.,.,........_...._.......~._______..._....y_._____,__,.
_ _ . ; _ ,r, _ ~ ~
; ~ ~~~.m~~m µ...«...N_ N
N r ~ , ~ , .L ~ _ __.._._.,.,.m.~,.,..._,._.._. _ _ a ~ _ . _ _ ___m.~..____..._~ { _....................f. ~ E .I ~ ' ' i
, . _ ~ _ _ ~_....................f ~ 16 ~ F CE~ M IN , , M . ~ 400 , . _ _ 1~ ~ ~ . ~ _ I STA ~ 1~0- --16 .RES AINED~ JOINT..__ ~ 00 _______.__.___.__.c__,,,,,, .......a. . , _ I m,.___ f__., _ __..._..,..„I__,,.
i.,,,. I_., _.m. I... I ~ _ E..____ _ _ _m....m...,._..
_ i ~ i ~ w o . E _ _ _ . _.___..__...L_ _ , _ - _m
i .................._.___.__......_._.m... _....i...,.. ° , ry/y yy//~~ IIII
_ _.{A... pry' .._y~ .~m,_.~._ ._.._._.m, _.1._ _ 1___. _ _ ____._.m_:.:...___.._.._.. , , Z,.,,,....._._....._.._.__,_,_ . _______y________........ __....._._,.E....,._,._. ..._E m._____. _ t~ 3q5 .__~,1(~~5. j~~......._.__..,.______... ~ _ ~ . _.__.._._._.._______.._,t..______._.
_ , . ~ ._._~...__m ~ ___.___........._..__m_ I s~+~~ , _ _ _ ~ 3q5 . ; _ _ _ _
. H,mH„y5, ~~.,95,lat~l.y _ ~.._.m . _ 1......____...___._.___~._.....__.._
E , f ~ _ _ , _ _ ~ ..__m ......_._....._...;.m_....__~ _ _ 1.________.. ________._....m o.._._ p i,,_..,___. m. ; _
E _ .,_.._.,..,.......f,.___.m._,._ _ _ I,,,,.. _ ~ ,1__ _ ~ _ . q __....1.__,... . ~ G _ , ~.__,m...__ 2 ,Z . 1 . _ . _ _ _ _..m.___..._.~.. .....m__... ~ ~ ~ ~
~ ~ ..~.._.m....m _ _ I _ _ ,,_I M_....._... . .L....____,.__. .._._.m._.. m m _ _ ~ I ~ _ _ _ ~ _ ~ _ . _ _ _ . ~..mm
. _ ..~I ._.....r m. _ . ~ . _ E a _ , _ _____...f
3 3q0 , I _ E ,~4 ~ ~e~~:. , , n,.~ , , _ ~ _ ~ . _ _ _ _,m , .,,,f. _ Y.T. 1 . ,......I..,._ . m. _ m.. ~ _ _ m. _ ~ _ _ _ . I___
_......3 ~ __......__r._,..._..__. s . _ _ _ , , . _ . , . , .i _ _ _ _ M .m_ _ . ~ 3.
~ I ' ~ I _ _.__..._.I ;a _ ~ ~ X15i?N ~EWER:UN ~ ~ , , ~ ~
_ . ._,.r,,,,,, I .......«.........A. ~ _..,...,.,.f.........,.,,, ......I.., . y.....,.............,..,.. _ _ _ , . ~ ~ ~ E _ I ~ w ___.,4-:m._....__ _ _ , r_.m... I ~ I.
s .,~.__..k- cp__.__.. , . ~ _ tD ~ __._.m_ _ . ; . : .......___..__._.~...,.m._m_~ _ 385 _ . k 1 1
385 ; ~ ~ ~ ~ ~ . ~ p . ~ s _m.. _,F. f.. .q.........,... _ . ~ . „ . ....I. m, ~ . 1 t j E E ~
, £ ,..._,r_,,., I ~ . , _ ~ r , ..r_ c. ..s.. _.___.,M_ ..:.............__.._......_,_..._,.t_.._..,........ f ~ ~ _ _
...,m~~___. ..,....G., _,..,_,m - f ~ ~ ~ ~ It} f~S ~ bC1 fV 1f3 I ~ _ ___.....,,.c} __.._.af) _..._....(p ...I1 a. 0(1 01 . p 's _r„ ,.....i,,,., , . ~ c..._ I(} ~ ~ 3 ~ ~ ~ ,.._m.. . , .i a ._'s_
's t ~ ~ ~ ~ t ~ . ~ , r, ~ .__..r . , ...._.._.N _..N N N ~ ...._..N M__,.._ __,I,._._.___.~ ~ 3 ~
_..__.M _,..,~m, ~ st _._..,_.~t ___~d~ ,...~t , . .._..._,_St _..........,mm__.d' ~ I „ ~ ~ flp _ . , . , , f.,. 3 _ ~ I,, _ . , ~ .1, ~...___y_____..__..._ mmm_. . _ ~ _ , _ _._.T.... 380 .y.._......._..,,... . ~ 3 I
Sao _ _ _ _ , _ _ _ _ _ ; ~ 1
..fi.NH.,_ , .NHN~ 1 00 1 500 118 00 II +00 12 +00 121 00 122+00 12 +00 24 2 133+00 1 7 00 128 00 12q 00 130 00 131 00 132 00 126 00 2
SEAL SEAL ' DATE: NOVEMBER 2000 SCALE Md~C DWC NUMBER
ivision - MCE PROD. # 1406-0002
e V ree DRAWN DKM HORIZONTAL: sNEEt Nu~eER
t "SEAL" r lYl 1V1YllJ %.,iWLL!
NORTH CAROLINA 16' Parallel Force Main DESIGNED CHECKED [ V = ou, VERTICAL F-7
13669 5625 Dillard Road, Suite 117
Phone: [phone] Fax: [phone] Plan and Profile [PROJ. MGR. T.6 10 ° 5~ OF
r V Cary, North Carolina 27511
.-1 WASTEWAI 3TEWATER SYSTEM IMPROVEMENTS Sta.117+40 to 132100 STANS: yy~y p„L..~~~ RE~~«N NV/ VYNIIRbI
REV.NO. DESCRIPTIONS DALE
REVISIONS .0; Internet Site: http: //www.mckimcreed.com

> ~r f; ~ ~ r y ~ ,s . ~
:i ~
4 ~fH ° , ~ M
e r»e ro w ^s : > ,a a
M, 0 f( s d
i, m a . a x /,te ° ~ ~
f ' ~ ~ a aa~ x w~, ~ ,b. s Q
s~ i~ , , _ gyn. ~ ~ • M
~ , n ~ . , ~ ~ ~ k
- c , , x'~ n ~ o N°. • s ~ , K~..~, R Tub ~ C a8q ^p A . ,y „ . ~ ~ ~ . ,
n « - ,y ,M... ~ ; y 't ~ 5 a P. n e^.;. Y s
q . < 4
. w X ~ - w w. e a 8
~ ~ ~ , INSTALL 20 LF.'_16 b.~ ~1~~ r y ' . ti o :
~N , ~ ~ ; ; CENTEREd UNQ~R 2- 3Q" f~CE ; n / ,
~a. 133+00 ~ W MIN. 12" VERT, ~ PARATIQN, , ~C ` & IR ° , w b;' E CROSSING D A ~,:'C' r'
xPo y r sAIR VACUUM A ~ S E ~T SHEET C--502::. CROSSING GY Op~N CUT R`
ASE ..VALVE f,.., b ' , F ~ ~ ~ , K - U ~ ; - r...~.,.--T-r--- - -w. EXISi1NG GAS LINE u
- IE=~11.~5 L , _ T - I~=411.9 - a . _ 3' OFF EOP (TYP.) S
d~. ~ p ~ SSMH f ~ ~ WATER.UNE s °-f
~ ~ INV IN ffi408.80' ~ w S _ _ _ 15" RCP f_._. - 15" RCMP -:1b" RCP
~ Q ° ...EXISTING GAS LINE ' > ~ INV. OUT=408.50 .fl.-~~^° _ 3 OFF EOP (T1P.) ; w.~____----~-- _ - " 15" R~_ 14" FORM MAIN - p ,~>M w L RC G " ' 24 RCP w
I x - - H ~ w . W ~ ~ G w - a
- 14" F>?R E N ~ ' $ ~ ~ -T ~ ~ /p~ °
~ o _ OV 43 7.37, ° M, ~ ~ N 5 07 v
n~ h IE=411;85 IE=412.18 ~ o :INV~434.92' o z ll IE=411,85 a a~ ° OFF EOP ~ Z o w ~ ~ 6 , e
G S" piP WATER LINE ,f '1' ` Rr,. ~kON. LINE P~' 55' R(1W ~ U ~ ~ . 0 3.~ ~ { o b~y~
r 4~-~ ~ , _ ~ ' 16 FC~C°-.MAIN ~ H a ~ p ~ ( R ~
° ~ -~--'r' ~ w, w ~ " f..
° ~ 10 OFF E , ~i ~ . ,
Z so Row ~ ~ ; CROSSING E G~1_ c i t ~ ~
~ - , . ~ ~ ~ c J ~ 2 r-
F G'~ yix
, ° ~ ~ 9y Nm i~ i e. ~ ,a. S
riG. $.m .c, - t,z~ - ~ w Y , ,y,~'kr ' y'~ ~''"s ~ k a < w„
t ~ a ; .x b y n
. ~ p ~ , ~ f . H. • , ` / ~ m . ,
„a x 4 , i n. < , v 5 ~ a ~ stir .
0. ~ ~i x ,wo wi . o qq , ~ J~ N d f, ~ sih 3~
~ f s 15.20' ~f~<' ~ , ~ , Y }.~a# r..:

y E ~ »~~x, ~ Y. T=407 51 G,, x ' ff~3
, >°r , "~R. ~ ~ ~ .iii 2 ~ i,,,,., ~ ~
~ s; - ° , x m S`'/~' i , e _ p~ n ,G 5>a~.. ` 0~ ' 100'
* b , » .
9 < ~ ~ y . . ~ t9' y,a y ~ , F ' ` ! ~1~~~ LOCATI~ ai~~R 'ALL ~ ; D GRdI~ p UTILITI~5 n.
v r SCAI~L: ~ =5d Horiz. . ~i~~l0a TO 1N~ `"CART QF CmNrST~tUC710N,
° w ..:i
a
, .w _ _ r......
r f _ _ _
x ~ _ . _ _ _ _ _ ,
.,.,.,.,.,m_.._
_ ___m__.._.~._
445 . _ ~ ~ _ _.m__ _ _ _ _ _ . _ .
__~r.m: M~.____, _ ~
,,l _ ...~m._ ~ :
_.m _ _ _ _ _ _ m~ ____m
tt ~ ~ _ _ . _ _ _ _ . _ . _ _ _ _,.m_ . _ _ _ _ ~ __m ~ _ . _ _ _ 440
40 _ _ _ _ _ . _ ~ . _ _ _ _ _ _ _ . _ _ _ _
_ _ _ _ ~__.____m _ . _ _ m . _ _
. ~ I _ ~ _ _ _ ~ _ ~ _ ~ __M. _ _.__...m___. 435
35 _ _ .a. _ ~ _ 4 I , ~~.~N, . .r _ _ ~ _ _ _ _
O _ . _ f; ~ .....,.,m
DNS ALL...1 .Q~~~CF OF..S CIAL.. INED ~ ~ _ _ . ........m.._...._ ...m._~_. m..._..~ . _ m..__
i DU liLE 1 ON PIECE TERE ON ~ . _ ~ . _ ~ ~ ; _ _ .....m _ _ -EASE MANM LE_.._._ _ . _ _ _ _-AIR VACU M ,k IR R .._..m : ~ _ . _ . 4
~ 430 _ _ _ . _ _ _ _.m.._. . _ _ _ _ _ u , ,N,.,., _ , ~ _....m , _ ~ _ ....m..._, _ _ _ .~mm . _ m...
n , £p . ,,..,..........m.., .....,........_..w_.....~._._____ _..m,....,.,,.,.,,.....,,,,.,. „ _.....m_~_
i._ _......_M.._..m ,.,......,.,,_m,_ ~ . __~IN ._Cp ~'Y _..__M__.._...._~. n _...m...__.~..~ ~m.. __m.__ _ _ M.._....._~. m~. ~ .m. ~m.._~._
_ . _ rn~c c~DE_ _~m_ ._m~ .M.~ r.. _ _ _m~mm _ ~ _ _ ..___.___..._____.__..m _~______m 2
25 _ _ _ „R.~.H~~.~~ , ,~v~...,.~ _ ~ YER~. _ .
5 . ~~An.,.. . i . . _ _ _l

k . . s 3 ~ ...m . _ . ~ ~ _ EXf ~G...~' DIP.... _ ~ , . m _ _.._~..~~_~r _mm_..._..~_....... _ _ ....m_ _ _ _.......m _ _ _
I _ _ . yyq TE __{ENE . _ _ _ ~ m _ r. _ _ . _ m . . _ _ . _ , _ . . _
420 , . _ _ . , , . H„ 9 .u.,.. „v H w
M.,......, . _._~~i..~a~
_ _ . _ c _ _....._,....,._.m.~._ . _ _ fl 16 FOR ~ . . m._......._.._ _ _ ._..m~ _ _ _ . ~ _ _ _ . _ .._m_.__... _
_ _.._.__.__m... _ _w_.___ _
I _ _ L,._,.... _ J ~ ~ : _ . ~ _ - _ 415
415 _ _m . _ _ _ _ ~ _ . _ _ . ~w__ ~ _
, , t
tn._.. a.. , _ ~ _..,_m , + a ~.._.Ml _ ~.m~~
~ .m.~ U~__~ . ~l ........._.I._.,. M E... ~ . .
_ _ ~w.___ ~.8....~1~ _1.8" .1~IN_ _ w.~.___ _ ~ _ . _ . m~.~_.~
~ 410 ~ _ ~ _ , .M _ ~
__._.._...I. ~.Q........_...~.._,. _ m.._~ . _m... , , -
. o . ; _ ..........._~a _ __,~t . __m~.__...._.___ _ _ . __._._.__..,m...,_..1(~.,_,..__.,.~__...._.., mr, ~ ~ _ , ~ _ ~ r ...__...m_.
~ ~ ~ N __.N __._N ...__...N N _ _..N N ____.N N ac- . _ _..,ar r.. _ .....z- _._r ~ .._.._._N , _ ..~1' , d' m_.. ~ Cal Cpl _ N N . M.._....,_._ _.t'~ __.t'1 f~ . d d' ~ ~
._._d' _ Sf' . m5t_...,._~.,..,...____s~-.___.._....,_.... ~.,m..,.._..._,.__....~ ? _~__m.. ..__.~d~ , ~sl . t m._..... _ . ,,,,m, ~ ~ _ _ _ ~ ~ _ _
405: , _ _ _ _ _ . _ v _ _ . _
8+00 13q+00 140+0( +00 144+00 145+00 146 I I +00 142+00 143+00 140+00 4
13 +00 135+00 136+00 137+00 13 132+00 133+00 4
' DATE: NOVEMBER 2000 SCALE MkC DWG NUMBER
SEAL SEAL vision - MCE PROJ. # 1406-0002
~ DRAWN DKM HORIZONTAL:
~ ~ ~^rrrn ~ ~~~n~c~cn e u ree SHEET NUMBER ~,.r
~ 1Vl`'1V1V1C7 t.,l~LLll
NOI NORTH CAROLINA 16" Parallel Force Main DESIGNED JJF yCHECKED
13669 5625 Dillard Road, Suite 117
Phone: [phone], Fax: [phone] ,{i 111CINE~' Plan and Profile PROJ. MGR. TJB " OF
Cary, North Carolina 27511 Y
.WATER SYSTEM IMPROVEMENTS Sta.132100 to 148+50 STATUS: REN50N NvR ouu~u~w~
DATE (l• Z'i•aO WASTEWATEF REV.NO. DESCRIP110NS
Internet Site: http://www.mckimcreed.com REMSIONS V,

ENTRANCE POINT CONTRACTOR TO BI 'ACTOR TO BRACE
BEGIN DIREC110NAL BORE POWER POLE AS RI AT THIS LOCATION POLE AS REQUIRED
, EXISTING AIR ~ ~S<`€!.i~` :~r=~~= _ _ .~,.~_..w_._ _ ~ CURB do GUTTE
RELEASE VALVE < P~ - g, STORM DRAIN
4 duNCTION ~nx b' STA. 151+0 __.n. ~.b y ~ " 1 B VC GRAVITY SE ~1 .n BORE ANO JACK 30 LF. 30
45' BEND ~ ~ SIGN 16 °~RC~' 16~~::~RCE MAIN STEAL ENCASEMENT F~PE
aoy- E 15 ,;OFF (MIN, .312":WALL THICKNESS NEW 6~~ DOGHOUSE'' M HOLE
1'~`OFF RAILROAD R W ~0, LF 16" D.I. RI I-'" ~ ~ CAR ER PIPE SEE DETAIL C-502 ~ EXISTING 40 UTILITY EASEMENT' ~
F~ I ~x~s'°, HI ~?h1T' : N MIN. 5
x . 1 HORIZ TEPARATION STA.1 78 ' _ 59+ 90 .BEND
e g w' _ 7;~FFEOP
' , ~`d:. µ STA. 159-21 50' BEND CLEARING AS REQUIREq
~ x ° N 10 WATER SILT FENCE ~ EICISTING MANHOL.
a MAIN Q ~ , , , a;. ° ~ ~ ; START EX15~1NG 18"
~ ~ ~ ~ u s ~Q VC GRAVITY SEWER _ . r14 ` FO,~., ~ , w _ _
Rq~` ~e 1RpAd , ~ . ~ ~ REMOVE ASPHALT AND f
w _ 0 _ XISTING WATER ,W ~ r a > n „ w. STUB OUT, ~ + CURB AND GUTTER AS RE4UIRED
a , ~ ' " - , ~ - - ~ ~ , ^ X1STING SEWER LINE
QQ . „ ~ s ~ ,
- - - 80' RAILROAD R.O.W. GAS MAIN
IVOR'Tli ~ 10' WATER MAIN ~ ~ `
6 i TOWN OF HENDERSON SIGN " ;
_
" i~ ~s h' ` i~ "gam u , " ~ IGN ~~F . .
" z~' ~ STA. 148+25 LANDSCAPE LIGHTS n ` W
~y%' F ~ J _ ~ .
s , AIR VACUUM.. & _ g AIR RELEASE ..:VALVE 4 SIGN ; a _Y
;r~ > ~ , ~ 1 ~
AF m ~ ~ i.
I gi 'fie y~ ~ , :
& ' A4q h ~ ~v u
0 " ~ fit' , ; II'I' Pfl1NT
3 N ~flI , ECTIONAL BORE . uF 9 ~ ~ " ~r.~
A ~ 'STA. 1 8~•50~- F 5 OFF-.>rOP ~ ti ~ ~
w., ~ ~ ,
.r, s s , ~y~,^< y " i' d ` ~ hr ~ ~ i~
~ ^fi 1 OFF EOP ~r
s ~ V 0 _i.LU.
' ~ r a c HC r s ~ ~ ~ Dom, ~ ?S .i pew k~~ ~ - F,
6 ; ; . -.~y~ M ~ ~
~,c ~ + ~ \ . ` c. ~f~: p~W
QM 16 :°FORCE MAIN ~ ~
r s .j< y. 1. S~ i ~ r. i
a,~ ~ .,nii y a, n, GAS L~E'I~k:.._;.:. .~:7 P
~ ~ ~ INSIDe ~°csP ~ , . . . , ~.F'
~ q5p N ti
V
? r ~ l ~ r i 5 `b
k8 ~ h ~ yµ5.
° A.
n , 'PY ~ R <
6
„n ra , .~Ny~~.~.~A~.~~~~r, ~ ~ww~~,. ,vy, v,N,~ x,n~~H ~ M ,vy~H~~yF. vAy, vvHH~ ~y vy~,~ ,vry ,~v~~ ~~HH vH~ ~x~~,n „~vv„4 ~9, n . „ . , NA . r ~ 3 ~ . . ._..r..._"'._......._...._
__r..,_._... , . I.. I ~ _ . ..I _ ~ 1. _ i 3 _ . I......._,. . _ ~ 3... ~ _ . _ .m.. a { I _ ,-i _
k, _ __,.._t _ { _ ~ ~ ~ ....z . y... x ....L.. ~ . 1 . i._..~.._~....~._. ~ . ._T_~.____._ _..Gl
x _ ~ ._y_ _ _ T..__..~..__._..._......~....~. _ _...m_ _ ~ ~
, I...,. _ . , .._-_-___I____....._.. ~ i _ _ 4
470 ~ y . _....I _ _ ~ I r , , , ~ v vH H~ H. .u.m..w~ ~ k..... w. ,.~._,,,,,,~~.~.M ~~,.,~,>~,w~~~H,~ .,~.~~~v ,~u..~u,~~,~.N,~~~,u~~. ,.~ro~, ,~.,,w. s _ . _ _ r_.
_ _..m._..____.- 3 __.....i_..,........._........__...._._ , . I _ d . I,._.,, _ I.. , 0 f t _ _ ~ _ _ .___._.m _ ~ ~ _
A ~ f ~ . . a _ _ , ~ . , _._..E. _ _ ~ _ ~ _ _ __M, _ __M.._.._~., ..,.__.,f__.,.,... _,__~.E~ _ ~
_ ; ___..._........f.....,., . _._..._..y..._._._ I ~ i i ~ ° 3 I _ _ _ ~
. ~ _a..,_.,. _ ~ o i. _..___......1NS ALL..._3 0._~~... __.SP~CIAL-- NEa ._.~___~f_._____..~_.~.~...~_._____ . ~ _ ~ ..1N UCSING I~~~~ . _ . L
s E . __.3,.,_..,..., . ..__....f...... _._,__1 ...L.. ............_.i.. i............ y , 465 _ N.,. v ~ w _ . AvH . .,...~~~~,~.N~.H~..., ..~A,~,m w,.. , HH v~HkH~,~, .,~..~,._~,~~,H~~..,.,H„9rv,~,a..,. ,~,~,..,.,rd~~N.. N, I. ~N4TE.~CO 11~~rCTAR T4 FIELD LOCA _ ~u 1~~1~ ~ CL ~ _ . _ ~ ~ E 65 w. ,.ten ...:..a . a.m+dn »?~M,., turns .ra. rm . . 1 a r i, xwuni~.. :z.....lv w x r rv unx~ ror~ ~w f. .,w.w~.vwrvw+x..v ...w. n ..~~M.wNwnuwMwn, .'~w'iTvaw. , , _ _ ~,~r. A, ,A ~ PtP A1~D ~1TTtl~ IN ANH „n i _ _ ._f_____
< < _ y.... _ y.._ ~ _ . y _ _ . _ _ I _ ~ ____I _ : _E, _ ....1~~IS N~.1 ___~?A R._I~ IN,-_1~~._~~~ _ _ _ _m.. _ ~ ~ . . ; . __m. ~ _ . _ _ ~ _ _ _ _ __L_ m.l. _
E I f i ___......._.L.. , I. _ X1STl G _ r ~ L.._...,.. .~f ~ ~ _ _ _ _ R~~P..PRa~R :TO.tyIRKING.....: ~ _...I _._BOR --AND-~ Atli.. Lf:1.30.. ~.__~__.._F...~ _t________~ € E_. _ . ~ _ _I___. _ _ _ . ~ E _
I _ ~ _ . _ _ _ ~ _ 1aAl , _ dt._~_ _ _ . I ~ E _ . _._...____..n r._,__ ~O.___W TER.... _ _ _ , _ , _ . E DIR TION L BORE ^'p' E ~ _ . _......,.m _......~..,m., _ .~....:~m . __S7E ENC SEM T PIP _ _ __.___.m._ . _..._.___..__.I___..,,...,.__. _L._ ~ _ ~ ~ - -MIN 312 ;WALL., TWICKI~ESS _ : ~ ~ _ . ~
. i, k.. f°°_.. . . _ _.____.._..__.._GO 1'RAO OR..mT .-f1JST~LL. r _...yy~.._ O LF. 6 D:I GARNER PI E_ ; .i_____...__.___._..
. . . __.....,...___,._._..._m,__...____._..,_ 460 _ _ _ _ ~ , ~ ~ ti~ ~ ~=,v ~.ti,, _..._m_ _ 460
~,9 ~ s,. ~LA~ ti , , ~~w~. ~~N „~,n~ m~„~.~~ .,~,,,,.W,. A n..~H~~~F~ tiH, , a~~: ,~,~H HA v _ _ _.,..~m~ T.,...~ ~ ,..mom E TM...~..~........,.
_ _ _ _ _ ___......__I : ~~l~T~ G_.____ __.._m_,. _.__....._......m ._.m.____..______~.. _ ~ I E _ ._..._._-,1 I . _ . ~ r~ ,AT R 1 p . ~.r~
. .~.m ._.1 STA. 80_ L ,,,,OF . ~CL_.. _LINED . x______.._. _._...L.__.___..__ UETI ..-IRON- PIPE- ENTE fl ON_..__.. ~
E _ _ _ g _ r ^ . _ _ uM. AIR_. rwLANH~LE_ _ _ . _ _ IR. ~A~u _ .___m_
I _ . _ _ _ _ . _ _ . ~ L _ I ~ _ _ _ . _ . ~ . . . _ ~~fs~wc _ 455: f _ 55
.,.,~~.M~ . ~ ,,v.,,,v ~r , ~„:~,~titi ,.,a , , ~ _ .,a.,,.,~,~~..,,, , ~ b.~ ~ _ ~ _ _k ~ . _ ~ . i....... _,a¢...._.~`~y..
. . . . _ _ . ~ _:.:I~::::...,...,._~::~ . _ _ ~ _ I I ~ x ~ I ~
~ _ ___.........__..,...,_,m..__....,_..,._. XISTIN ...GRADE _ . ~ . _ I,._______._ ~ PIPE . XIS11N ..GRADE._.._...._._.m~...__.,_.,__,..,...~_._.~ . _ ~ _ _ ~ _ . _ _ _ _ _ _ . ~ PIPE. M.._....__......___..__,... M__. _ _..._._...._..._..__..m___. __...........s.__,..._~.....,~...____...._._.._ _ _ {
x . I......_.... E _ ' x k. x ...._,.._.,.,.,I..,... ,.,.,._,y . , r . ,L,,.,, . .EIS,.. lY V _ ._________C_______ ___._.m......__...m._.....__.__........_.~._..._.____. , ~:~:mm:m m..._._ m_.M._M__. _ G.__~ .________.l m*.~.__
r .___.......m__... ~ _ ~ ...______._~...._~___m......__...____. 450 _ I s;w~~ r~t~ 6 r m._. ......,....a
450 x . F, y~v~~ N~„~r 9 „ 9A _ AHHry~ ~ ~ .w . . ~yryryvfiH HR ~ 9A§~ i ~ , , . E . , , ,Rv _ _._..m m _
.....__m .~_~_~r_._...~. _ ................~......_....__......~a.._...._...._....._
. _ . , . _y,.,.,.,...,...,...,.,,... , _ _ _ _ _~g. _ oReE alw ~m _ _ . _ _ . _ ___....L..__._._~__ i ~ __..m..~ m_.._.~.~.__ I3
3 s... ~ 33 . _.,..,.,x.,.,.. ~ _ ._.___._.__....__......_,..m ._m..,..,,..,_h.~_ __L.___..~._ . _ ~,.,.__~Z._~ ~ _
._.____..m_ ,.m___..... , o. _ _ _ , . _ _ _ _ _ _ . I~ w a.~~~_,~ _ ~ : 445 3 M CO R ,~~HI~
445 fi ~ _ . _ . ~y, ~ E a~~, ~,n.,,~ ,a,,.wv~ 9~~~,~~9 ~,~,N 9Hti _ ~,~,„N ~ ~ MF , ~v ,„v~~,,: _ m___. _ ,.,H„~,~, ti~,ro~ ~ ~~~=,ti~ns .AmA~ ~ , L... ~ _ ; . _ _ _ I~ ~ ....__m_~.~~_._~.m __.__..._~.~..._~_....._......_._.._r.
u ~ ~ . , ~ _ . ,~~..m"._.~_m_.mm.m. m... .m.__..~___.,__~___ __________1..~..___.._~__ ~ _ z:~ Io~r- m.. ___......_m.m_._.. _ _ L Imo.... L........._..._. _
p , . , , ,_I,.._.,.."" k_____,,,___,,....._m.__~__ .m_,,.,... , , , , _____..___E ,_m_____ _---_____.........E._______ ~ ~ _........._..3.._..._. ~...Q_, . . E m.......__,.__.._..__ _,.,._,.._.,.,.m., ~ ~ Q
. y f ~ I ff M......_.. . . . _ _.,.._..m.. ,....,.,l. i . . ..mm. E ______...___._.__..I,_____~.._. ~ lil.ai...d , .,..._,._..__..__...m.._,_,_,_ i ~.m_....._ ~ . _ _ . m ~ a ~ _c~.
. MC _ .....,...,.__m_ . , __..1~.._,.,., E .........__m~..__.__~._.._____.. I ~~:~m~~~: _ ___::~~m. I u~_m_~ 440 ~ _ _ ~ I
440 _ _ _ m _ Q:
. , _T _.....I:.:.__.______.... _ ~ DIR CILONAL._BO _ ~ ~ _ _...._E _ _ ~ o m_~___ .m___. ~ ~
w.._. , z__. L......._._ _ _ _ _ j ~ , ._.._.____m..___._...~_.._ rn _ n......_... _..,._.m.._.___. m
` ~ T 3 3 ~ , E,,,.,_. . I . _..._~..._,m..... E . _ . .m„_m._ ,.,~....._._,.......m._.,._.,.._ .._.,._..__,M..... ._.__,.._.~_i.,____.__.__
fp.... .,f... ~.W ~ , . . I _ ~ . _ .......I. ,,....Q ._..Z_.. .___..E r ~ q t ~ ~ ~ s . , w~.~~ ..m.,____..__~._.,__ e~ x, . _ _ __..._.__.,m_. _ t- ___._m.__.________.._______ . 1 435
° _ r,,, _ . ~ . _-w ~ . t, . ~ _ ~1 W ~ 435 , _ I m ~b~ .n~ . _ ~m~ Mw~~ „r.,..~,.,. .~...N ~~,~~ti~.~w~~. NN~n n~.~ ~~~~~tititi~~~ti,.. ~ , ~..nd~~~ r,~~.,~,.~ ti, 9 A~ ~ ,e t r ,w ~ ,.~rnauan:.n,,,,.. ,.,:,f,~,r.. ...mmwmaa aH ,m...w.~a,x:c re ~ aa. tea. ,....weasaswravi :w.reiw.zvam~ ~.HF,w.. ,r.~ ~ F:.F~~,~_: ,,,.w,. ..rh.~..mr,..,~,,A,sa+A .M.! ,T.t,: f ,,..,,,,,ww. , , ._...,.,N......,,,,....
_ , _____.m ~ _ __m. _ _ ~ _ __.m____... _ ,..._,r..,,... t ~ E. . . ~ ._...,..L.___ . _ ...........G.. ,,,_.i........ 1
_ _ 3 x _ ~ _ V lV V Y~ Y/ , © ~ ff . ,.,m.._..3 . .._M...,.mw.,...m.,.,.,.,.,.,.,.,._,,,.~,.,...,..... ~ ~ ~ . i .....m___._.."". ~ f L~ ~ ~ ~ ~ ~ ~
i ,..,,,_...__.....1.,,. . . . y. V Y I Y / Y / Y / I V _,..._i._m.mm._. _ _....1_... _._.m ~ ~ d- ~ ~ ~ ~ tt ~ i ~ tf- I ~ ~ ~ ~ ~ _ _ ~ , _ _m. m._
_ _ . _ ,,,_,m..__ m..,____, ~ y C f _.......__..1...... . _ . ___1___.._. , _ , _ ..___.__...._y.._ . . , . ~ _ ~ , . 3. ________m ~ . ...,._~m ~_.~......__.,,.,T.. _ _ _ . _m__ _ _.....m. m_~_____._.. ~ _.m _ ~ .m..........., . ,
I _ ~ . ..,,..ti . _ _ _ _.__~y.... ~ _ . ,k,, - H ~ M _ ~ .w~~ H u,,~MANw, wuy ~H~.s,v: Hfi ~N 9 , ~ ~q .n ,.A,..~_~ . _ ti_. ~.,,.,.~r,.,.~ a, ~ ~ . .a.._._._..___ ~._~~_____._m._ _ ~._..m. _...._m...._.._ . ~ 430 ~ I ~Hw~ti~. ~ „ , ~~~~A v~~H~ _ ~HAH, 99 ~~ro~ , ~p ~~~~sH~,titi ~ ~
+ I +00 150+00 151 +00 152+00 153+00 154+00 146+00 147+00 148 00 4q 161 +DO +00 156+00 157+00 158+00 15q+00 160+00 154+00 155
' DATE: NOVEMBER 2000 Md~C DWG NUMBER
SEAL SEAL SCALE ivision
MCE PROJ. # 1406-0002
~ ~ A ~'T1T11 /r ~'~~'1~LLT1 Pi V 1 ~ DRAWN DKM HORIZONTAL: sNEET NuNeER
1W1-P%11VIL7 t..1V2JLlJ
NORTH CAROLINA 16' Parallel Force Main DESIGNED ~ 50• J{~
SFAL 5625 Dillard Road, Suite 117 CHECKED VERTICAL: CFA/ 11
13669 Phone: [phone], Fax: [phone] Plan and Profile PROJ. MGR. TJB 1~ 5 ~
Car North Carolina 27511
WASTEWAI r 3TEWATER SYSTEM IMPROVEMENTS Sta. 146+50 to 16W-13 STATUS: W~a n.L~.sY~l Nvi ~~arnua~
REV.NO. DESCRIPTIONS DAIS
WZq.OD Internet Site: http: //www.mckimcreed.com REVISIONS Of

0 3 END PHASE I CONSTRUCTION STA. 95+75
O INSTALL 16" M.J. PLUG
ROD PLUG TO VALVE
13'-0"
CUT-IN 14" GATE VALVE
11'-0" 12" ROD VALVE TO TEE
12"
EXISTING I 0 16" GATE VALVE „ CUT-IN 14"x12" TEE ROD VALVE TO TEE
" T SEWER I I 24 GRA Ill Y i AR ®6" I #6 CORNER B S ARS ®6 O.C. o
TERRA COTTA) I I , EXISTING ( ~ I I TEMPORARY SUPPORT 12" GATE VALVE ry SUPPORT /
~ 24 GRA Ill TY SEWER TO REMAIN I " O.C. I I (TYP) ROD TO TEE
~ (TERRA COTTA) #6 CORNER BARS ®6 I ~ I I
~ TO REMAIN _ ' ~ ~ CONCRETE THRUST COLLAR
- - - - 42" GRAVITY SEWER F~ - - - " cv ~ ~ ~ ~ N 42 GRAVITY SEWE MIN.4'Hx4'Lx1'TH.
AVITY SEWER SEE DETAIL THIS SHEET
POST APPLIED WATERS OP POST APPLIED I ?T APPLIED WATERS OP
PRIOR TO PLACEMENT TYP.) PRIOR TO PLAC ~R TO PLACEMENT TYP. 14" FORCE MAIN
\ '
I I =
I o I FLOW o o FLOW 16"x16"x12" TEE (M.J.) FLOW
ao I I - - - - - I I _ I I- - - - - - (STA. 95+52)
To I I ~ To
I I C501 C50 501 C50 I ( C501 C50 ~ C501 C50 ROD PIPE CONNECTIONS
I I I - I
~ ~
16" FORCE MAIN
iv ~ EXISTING 24 GRAVIT
24" GRAVITY SEWER _MOVED UPON COMPLETION
- EXISTING 24" GRAVITY SEWER TO BE REMOVED UPt INTERCEPTOR AND
TO BE REMOVED UPON COMPLETION OF NEW INTERCEPTOI SURFACE MOUNTED APPROVAL OF OWNEI .L OF OWNER.
OF NEW INTERCEPTOR AND RING & COVER G 24" ~ STING 24" OUT W/
APPROVAL OF OWNER PLUG EXISTiN „ (WATER TIGHT) " " SINK GROUT AFTER
SURFACE MOUNTED \ PLUG EXISTING 24 IN & OUT 12 6 0 12 NON-SHRINK GROUT W/ ANCHORS. 'Y HAS BEEN DIVERTED.
RING & COVER (WATER 1TGHT) W/NON-SHRINK GROUT AFTER „ ALL FLOW HAS BEEN PLACE MANHOLE 8 0 Cj -
W/ANCHORS. PLACE MANHOLE ALL FLOW HAS BEEN DIVERTED. „ F STEPS 15 O.C. 16" GATE VALVE „
STEPS 15 O.C. ~ ROD VALVE TO TEE SCALE: 3/8 = 1 -0
NOTES; ALE: 3 8" = 1'-0" SC /
1. ALL INTERIOR SURFACES TO BE COATED
W/ 8 MIL. COAL TAR EXPOXY. 4 ®12" O.C. 16"x16"x12" TEE (M.J.) AS REQUIRED TO GO OVER E (STING
" = 1'-0" 2. AT CONTRACTOR S OPTION, A PRECAST TOP OF RIM 377.67 EACH WAY SCALE: 3/8 STA. 29+20 SANITARY SEWER, ROD ALL F"ITTINGS ~ ( )
D DESIGNED #5 DOWEL ~ 6 O.C. JUNCTION BOX MAY BE USE EACH FACE 5 ®6" O.C. EACH WAY ~ TOGETHER & ROD TEES
FOR H-20 LOADING. NAY
EXISTING GRD. ELEV. 377.0 ELEV. 377.OOt
~ \ \ 12" 45 ELBOW
1 0 as ~ \ \ \ \ \ \ \ \
~ 12" GATE VALVE
. . . ROD VALVE TO TEE
3" CLR „ a
' 3" CLR EXI ST1NG 24 GRA V CUT-IN 14" GATE VALVE 24 GRAVITY SEWER " 16 FORCE MAIN ~ ROD VALVE TO TEE
" ~ TERRA COTTA „ ( ) #5 ®6 O.C. TOP OF RIM 366.67 5 ~ 6 O.C. COTTA)
„ ~ INV. EL. 371.60 ~5 ®6 O.C. EACH WAY VERT. EA H FACE ' 371.60 ~
" C. EACH WAY ' ' • EACH FACE #4(~ 12 0. - TEMPORARY SUPPO
" - ARY SUPPORT
GRD. ELEV. 366.00 , ~ ~ ~ ~ ~ ~ " HORIZ. EAC FACE a 42" GRAM
" / / 42 GRAVITY SEWER - 42" GRAVITY SEWER CUT-IN 14" x 12" TEE
\ \ a \ \ ~ ~ INV. EL. 3 \ / / ~ INV. EL. 361.00 _ INV. EL. 367.00 15" GRA~fTY SEWER
EXISTING 24" GRA l4TY SEWER .
3" CLR. TERRA COTTA ~ ' ( )
.361.00 12 ' „ INV EL , „ 3 LR. FLOW FLOW FLOW 14" FORCE MA1N
4 -0 - - - - - • - • - - - - - - - , _ ~ _ - , _
• #5 ® 6" O.C.
• - - H FACE ~ ' • VERT. EAC WATERSTOP (TYP.) . .
' ~5 ® 6" O.C. .
. , . HORIZ. EACH FACE . _
a " . a ~ . Q. a " _ ~ ~ a a 1 0 1-Q •,a . . . . ..v . . .a. .
~ . . . ~ . ~ . ~ ~ . WATERSTOP (TYP.)
- „ #6 DOWEL ~ 6" O.C. » " ~ 12 ~5 ®6 O.C. EACH Wi 12 ® ~ 6 O.C. EACH WAY EACH FACE .C. EACH WAY SCALE: 3 8" = 1'-0" /
#6 DOWELS ~ TOP AND BOTTOM TYP „ ~oTTOM NOTE:
6 O.C. EACH FACE TOP AND BOTTOM ~ SE I INSTALLATION OF NEW 16" CONTRACTOR TO (,OI~PLETE PHA
SCALE: 3 8" _ " CE MAIN PRIOR TO MAKING THE 12" INTERCONNECTIONS. TO FOR
MAKE INTERCONNECTIONS, DIVERT FLOW TO THE EXISTING
SCALE: 3 8" = 1'-0" / . " E UALIZATION BASIN USING THE NEW WEIR AT EXISTING DIVERSION Q 2 -o
8" PIPE DIAMETER 8" BOX. EQUALIZATION BASIN SHALL BE AT LOW LEVEL PRIOR TO
G FLOW DIVERSION. THEN DRAIN EXISTING 14" FORCE MAIN BEGINNIN
~9 ®6" O.C „ ~ ~ . ~ ~ ~ P STATION THROUGH EXISTING 4" . INTO THE RED BUD CREEK PUM ~9®6 O.C. ALL
B FOUR SIDES FOUR sIDES ~ . ~ ~ ~ ~ ~ ~ . DRAIN LINE. AFTER DRAINING THE 14" FORCE MAIN, THEN SLEEVE
. ~ . ~ . ~ . ~ . ~ ~ IN THE 14 x12 TEES AND 14 GATE VALVES.
3/8 THICK x 2 WIDE • .
' STNNLESS STEEL STRAP '
d
Q..
, ' d .
2'-0" F- to #4 ®6 O.C. TIES • ~ ~ a , TABLE C~~- nIMENSIONS z w .
" EL a. ~ w 5/8 ~ STAINLESS STE - ~ o ~
' ANCHOR BOLT AND HARDWARE = j w Q PIPE DIA. H L T _ > "
A A - 16 4 4 1 „ ~ "
• #5 ® 6 #5 ®6 O.C. EA. WAY 24 4 4 1
' TOP " NOTE: 2'-0" ~ 2'-0 TOP OF FOOTING ~ ~ . „
12 „
1. ALL CONCRETE TO BE 4,000 PSI. 36 6 6 2 ~ " 1
2. MAX. PIER SPACING IS 20 a' R R R 4S S S 2
o • I a' 0 ~ Q I " 1 1 t I 54 7.5 7.5 1.5
.a ' 3" CLEAR TYP. ~ a ~ . ~ ~ . ' ~ N tV v . tV
" ~ ) a • 2 ~ .
a .Q a
6'-Q"
B 7 ®6" O.C. Ei ® 6" O.C. EA. WAY
BOTTOM OF F00 TOM OF FOOTING
T TO SC E SECTION A-A SECTION B-B NOT TO SCALE
' ' ' DATE: NOVEMBER 2000 SCALE MkC D'hG NU118ER
SEAL SEAL ivision - ~ ~ ~ MCE PROJ. # 1406-0002
us ~,'~~~q q~""A orce aNl l DRA4YN DKM HORIZONTAL: ~E~r NuueER e u ree ara e
o.~ ~H CARp~ "M~ DESIGNED JJF AS SHOWN
NOF~1'I-I CAROLINA Ni ith~i inh? Intar~~ntnr i~pnlAr~pmpnt Prn~Qet n_cn~
• • - 1 ~y~MMV1 1 11 I~VI •~/I 1 Ir IMVr• • • • • • . CVERTICAL: HECKED BB
a4 5625 Dillard Road, Suite 117 = SEAL , PROJ, MGR. TJB N/A OF
DP Phone: [phone], Fax: [phone] • 13669 Force am Interconnection
Cary, North Carolina 27511 an Junction ox Details STATUS: • kEHSIaN
2 REVISED INTERCONNECTION NO. DETAIL 1-18-01 ~4" GI nE•.• a 1-17-01 WASTEWATEF -WATER SYSTEM IMPROVEMENTS ~ooi suam~tt~
1 ISSUED WITH ADDENDUM NO. 1 REV.NO. DESCRIPTIONS DAZE qJ. B •'Ile
REVISIONS Internet Site: http: //www.mckimcreed.com

2 PLANT Ma AS~~LT STANDARD MANHOLE ~ ~E ~ CUf TO I~?T p~ E NIX ~w ~ ~T ~ RING AND COVER
. SI.RFACE OR AS N EDGE OFf S=T 6'
PLACE •4 lOW6RLDNAL TE 8483 Eb5TN6 PAVBrB~lT
6 USE 9/8 INCH ANCHOR
_ _ _ 6'FB BrOBt _ _ _ BOLTS 70 BOLT FRAME t0 SPACER. USE ROPE CONCRETE FLE~IE SF~L ENCASEMENT
I = _ _ _ - - ~ • ~ ~ B" MAX. FOR MASTIC SEAL BETWEEN SS BAf+D
- _ _ _ oho SPACER FRAME d SPACER. D 6ROllT WMON-SFRI~K 6ROUi
° d _ _ ~ 84C~LL BACIQ~L - - ND1E~ ALL PAV9rENi SFIAI.L
PPE LNE - - I TAMPS N LA18i'S TAMP®N 6' ~ R~AR® o ~ o e TFf SAME W®C R 2 -0
SCUT _I - - I BIKED PPE ~ O LPE t
t~ o a GOMBINAtION AIRNACUUM 1 AIR d ? ~ RELEASE VALVE MAIy.IOI,E ~ p,G
SECONDARY HIGHI~AYS PRIMARY HIGHIPAYS ~ c' ECCENTRIC MANHOLE STEPS _ 0 N TAPER QJOT RE:O'D F MANHOLE
TRAN3VBt5E MD I.ON6ITLD1'NL CUTS UNIT ? ? ? ? ? LESS TFUW S' DEEPI a?????o `f'
D B' Dk.PRECAST MANHOLE IB" MIN. NCDOT APPROVEfl ~ ti~,~`r
0-RING JOINT
D 0?????~ ~4;
e
NOT TO SCALE a?p : ,
1. AT CONTACTOR'S OPTION EITHER OF THE FOLLOWING v ~
MAYBE FURNISHED IN LIEU 5 ~ saouT wnra~sl~ru sROUr
OF FULL DIAMETER ; MANHOLE AS S'--TOWN, 20 LF DP CE1~15~ N MANHOLE
- PRECAST CIRCULAR 3/8" ANCHOR
BASE UNIT SIZED AS ~ BASE UNIt INDICATED W/REDUCER TO ° BOLTS 24' FitAME L COVE - VEiQfID
5 FT. DIAMETER RISER ; NCDOT TRAFRC RAT® STD. MANHOLE RING AND COVER PLAN
FCR USE N PAVED AREAS FOR USE N tl•PAV® AREAS BARREL TO RIM. 12' CASTTI6 12' -PRECAST "TEE" BASE a . N ABELED BACK FLUSH ATTACM~BJT
SIZED AS REQUIRED FOR v c BRICK # MORTAR INVERT SANITARY SEWER FWSHED ~ApE WlaJG1C COIPLEit
PIPE WITH 5 FT. DIAMETER VALVE BOX RISER BARREL TO RIM, ; E ° , FRAM E ~ COVER 3.:. ~ ; ~ ~ ~ ; ~~:w j. , ~ E
COVE3Z ° v o I I I 1-: ~ . ~...w _ ,
TYP. FINSF#~ GRADE FMS GRAS 2. ADD MANHOLE STEPS ~ , IN PAVED AREAS V2" 6'MN. F N UNPAVED AREAS TO OUTSIDE OF MANHOLE N DEWET BROTHERS
2'-~• IF TOP ELEVATION IS 2 FT MN-RCR-2001 OR Iz MN
HIGHER THAN FINISH ` ~ 6 BEDDING GRADE. BASE COLRSE 7 112' ~ MN-RCR-2001-W FOR WATER TIGHT 6 ~ PREIrAST
MIN C~ E DUCTi.E RON PFE
CONCRETE ' c ENCASEMENT a TFRgJ6FN MANHOLE 7 6RASSIBRON~ VAL WA.EVER HANDIE
AT 3000 PS.L CRETE ENCASEMEN sa' M4x ~ FINISHED (3000 p.5.1. MIX) FINISHED ~ p~ ~
° o CONCRETE E3JCASEt,B~lf VALVE Y ° O AT 3000 PSl GRAD I I/2" MIN. GRADE NSTAlLAl10N OP AR
TAMPED _ BOX " BACKFLL MANHq.E AT BASE T TAPPN6 SwDp,E {,~.i P0~•
. ~~BOX NOT TO SCALE NOTE TO CONTRACTORS TA~~ ' BAS S D. M OLE COURSE - ~ RING AND COVER =6"~ MIN
A T BACKFILL ~ V LVE BOX SI-IOl1D NO - - CONTACT MAN OR VALVE ° COURS
E...:._. . , ~ I >161 STOPE
Y VARIES .EXIST. GROUN ; STD. MANHOL~ ' COMPACTED L ~ PIPE FILL COMPACTED
MAN VALVE PL?N ~ i ~ E 5, ~ 5' DIA. ' % ~ FILL IT MN 5' .
NDT~,S~ ~ ~ ; ~ 1.... L D.IP. MAY BE lls® FOR i ~ ~ A " " I2 12 T
VALVE BOX EJ(1BJ5K7N5. - _ i v. . i TAMPS , ~ . BLOCKNG ~ ' ' ~ I ~TMN-- 1.11 I
BACKFN.L z PRECAST CONCRETE COLLARS I.-.. TIN nu~r BE us®N aaou.oar AREAS ~ , . ;I SECTION
e' a
~ ~ O • p. ~ 12" e.~
NOT TO SCALE CONNECT NEW DI FORCE ~ ~ ~ ~ ~ ' ° I MAIN 70 EXISTING MANFIOLE. S.S. ANCHOR BOLTS TO BE CAST END VIEW
GROUT W/NON-SHRINK GROUT INTO CONCRETE THRUST COLLAR NOT TO SCALE
INSIDE AND OUTSIDE OF WALL. c (MIN. 4 REQD.) , ~ . •e . e I a,' 12" .
NDTE~ I. COIICRETE DIMLL BE 3,000 P.3.1. NOT TO SCALE
D c~• BEND
3 - a56• D.I. PIPE PRETREATED OAK 3'-0' ff PAT~)r UNDER QIANI'1 BOITOH.
Twlaar sKDS - r eEVa SECTION VIEW
~ ErDS iMTU DI INSIDE DROP ~~.;.,;yz d R'~~F~ e' eRICK Masorrrr p 1.; W/ FLANGED FITTINGS
STAN.ESS STEB TRAPPN6 , , ~ I. CONCRETE SHALL ESE 3.000 PSI MIN
1 CONCRETE THRUST COLLAR ~ ° S,S. PIPE SUPPOR NOT TO SCALE NOT TO SCALE PROF"C5~ / / / /\~/~r 12' MIN. 2 CONCRETE Fqz MUST eLOCKNG Sut~L E+E tit
1 I LENGTFI AS REQUIRED 70 ~ \ \ CLEARANCE FARLY DRY, TI•lJ5 MAKNG THE CONCRETE WEOGE SHAPE MORE EASIY FORIv~D WfTH 1EE WIDEST \ / \ / / PART OiOCKNG AREA) AGANST Lt`DISTU2BED 501.
DIRECT FO M I 0~~ ~toN RCE A N INTO ° F~iCE MAN r'r \ \ c~ne~ a a No CONCRETE s41A11 COVER ANr BOLTS OR GLAWS
cARRea P~ ~ SLOPE To_~ ~ EXISTING FLOW ~ o r oaAN ao aaFr. story 10 3/4• ' , r BEND eo~ra araM s~ , \ 4. ALL FRTNG AND ACCl:SSORES TO BE WRAPPED
SEES ENCA,SE~Baf 3 - 456' o ~ T~ WI1H b ML POLYETHriB~E PRIOR TO POIRNG SR7~1~ BLOC1aIG.
PIZEIREAT® OAK v c ~ ~ 71rt~R SKIDS \ /r. , ~ ~ VARY S vOLlluE OF TIHRUST BLOCKNG SHALL E+E AS SI-IOWN ON 1FE TFIZUST BLOCIQJG SCIHEgJ.E
L" I "MA I ~ ~ - SP DERS Y BE USED N PLACE ELEVATI _ ~ '
OF SKIDS AND STRAPPING sTEa eacASa.e~1r CONTACtOR 70 RE-SHAPE
2, CARRIER PIPE F R GRAVIT W PPE BENCH AS REQUIRED - - - - 0 Y SE ER •FOR FORCE MAIN CROSSING OVER
TO BE DUCTILE WITH PUSH JOINTS. 9 I/b~ 0 0 > 9 I/6~ EXISTING STORM SEWER
3. CARRIER PIPE FOR PRESSURE PIPE, ~ WATER ~ FORCE MAIN, TO BE DUCTILE srAriess 0 0
IRON WITH MECHANICAL JOINTS. s'~" ~A~N6 0 I I/b 0 > q vex NoTE~ FORCE MAN sHAU. eE a~cltF RoN
4. NSTALL 2 'SPIDERS' OR 2 SRTS OF SKIDS S~ 0 0 > PPE AT ALL AREAS WFE~E AOEOLYIIE 3 3/8" COV6t CANNOT BE MANTAN~.
PB2 JOINT OF PPE " NOT TO SCALE I I/4' SiCRft SENfR PIPE o.D. + 7
~ x y ~1
NOT TO SCALE
~N _ PROP0.9m ~ MAeI ;
coNC. THRUST COPOLYMER POLYPROPYLE COLLAR (3000 P.S.I.) M.A. INDUSTRIES MODEL F Ot POLYPROPI'LENE PLAS7IG ~ ~ 12' nIN tLEARANCE I 3~~:,1 I : ~~I E . I I°° ~7RIES MODEL PSI-PF OR ~
UNDISTURBED Sal 4'-oY B APP(aWED EI~UAI. E61UAL.
( I I- ~ COLLAR (3000 P.S.I.) i i ~ ~ I- _ _ _ 2 ~ X4 CAST IRON CLEANOUT CAP sa (iYP) x~
° ~ ` TRENCH A ~ 1 ~ CONGREfE PAD (INSTALL cLEANOUT 6 INSIDE wul. • ° STREET R/W) HYDRANT TEE ~ ~ PLAN EjENDS PLAN TEES
ANCHOR D.I.P. MECHANICAL ANCHOR C D.I.P. le• ?,ry - log • e LESS
RING 4 ~ MAIN JOINT RINC MAIN NOT TO SCALE D. TAPPED IOT TO SCALE 2a• ~,ri - rr • e GREATER ~
TAMPED PLUG r ~i NOTES SEWER SERVICE •FOR FORCE MANY C~1033NVG UNDER
TRENCH " ` ° ?iirir?rwr':~ BACKFlLL ° ' wALI TO BE ABS OR PVC a v . EXISTING STORM SEWER
3Tf Ti i - NT • I I
UNDISTURBED SECTION SOIL M PIPE CROSSING DETAIL C s E-
PLAN :_i:~ i
. 4' SWEEP WYE HALF PIPE 5' NOT TO SCALE I.--.~ SECTION X-X PLAN E ELEV.
. , : ; a STOP AT R/W s~naOT~H ~Dlus OF STREET SERYIGE LINE INVERT SHAPED E3ENDS ~ TEES PLUGS -INVERT SHAPED M
SCHEDULE , TO HALF PIPE SANITARY TEE sEaloN TO HALF PIPE ~j SELTION
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR COLLAR RINGS REQUIRED ~ ~ q5° (SAME MATERIAL I I~
AS MAIN) ~ A B C e CAST N CONC. E
s" • t z• d ~ PLUG ,6 ~ 2' i'-o• 1'-0" ONE a TEE BRANCH PANTED 61.ACK PPE 90' BE3~D 45' BEND 7! I!2' EB~D h Ua' BEi~D TEE PLUG S~
16" 1'-a' 1'-0" 2" ONE ' ~ SLOPE MIN. IX A B A B A B A B A B C D
20• 1'-a' 1-0" a• ONE v a' 9' 11' B' 8' 6' 6' 6' 6' 8' Y p' K' 4-a3
2a" 1'-a" 1'-0" s Two REINFORCING h EA. CORNER) 6' ID' 7 B' 10' B' B' 8' B' ID' ID' 17 IB'
30" 1'-a' 1'-2' a" TWO SANITARY N TE: 8' 6' p' p' ID' 9' 8' 8' 8' p' IY t7 24'
36" 1'_q• 1'-a" a" TWO 6~ TO 16• MAINS = 12-N0. 7 BARS SEWER MAIN 20 TD 36 MAINS = 12-N0. 8 BARS SQUARE MARA'B2 p' I6' W' p' 7 6" 10' 6' p' I~ k' la' 25' WITH 6EV9.ED
BARS PLACED AS SHOWN CORNERS 17 20' 16' I7 k' B' 17 8' 7 W' I6' 16' 30' W' 27 IB' k' I6' 10' 4P ID' 14' I6' IB' IB' Sa'
PLAN i6' 26' 2CY I6' IB' p' B' 7 K' IB' 1(7 1(7' 36'
20' 32' 26' 20' 2? 18' 20' IB' 20' 3T 26' 24' 40'
Za' 40' ?9' ZY' 24' IB' 71' IB' 71' 40' 44'
NOT TO SCALE
NOT TO SCALE = THRUST BLOCK DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEAL SEAL
DATE: NOVEMBER 2000 u~ DWG NVYBER IVISIOn SCALE
11 MCE PROJ. # 1406-0002
~ , ~ 1?~~T1 Red Rud Creek if PArAlipl Fnrce AAAin „o.,.~,, HORIZONTAL: U{~7 NIIWRFR
¦ ¦ w ww ¦ ¦ ¦ ¦ ¦ ¦ ~I I~IMII 1 UIRM1117 unm
;EA1 --"q r ~I/ 1Y1 1V.1Y1 V t.1Xj- LPL NORTH CAROLINA DESIGNED JJF AS SHOWN u us Interceptor Replacement Project C-
3669 CHECKED gg VERTICAL: %%2
NEB 5625 Dillard Road, Suite 117 Phone: [phone], Fax: [phone] PROJ. MGR. TJB N/A OF
~ Cary, North Carolina 27511
WASTEWA LSTEWATER SYSTEM IMPROVEMENTS Standard Details - REVISION STATUS: =y.
REV.NO. DESCRIPTIONS DATE 2q-0ff
REVISIONS Internet Site: http: //www.mckimcreed.com

IZ GUAGE: 4 X 4 OR Z X 4 WE9.DE~ WRE A. BURY THE TOP END OF THE LINER STRI ND OP THE LINER STRIPS IN A
NTO P~R~ ~'e-S ~ TRENCH 4 INCHES OR MORE IN DEPTH, S OR MORE IN DEPTH, 1~ PAY ITEM
METAL POST OR FASTBvEp TO WOOD P06T W! NO.B STAPLES ~ _ i~,~4" JUTE NET OR ~~'p STRAW WITH NET ~QS'jN(,`
' ail .
L q,p,~ 'B. Rp-RA,P ~ -UTRAVKIIEI' RESISTANT GEOlEXi1LE FABRIC
OR E~IUIVALE3JT SECIRED TO WIRE W/ METAL B. TAMP THE TRENCH FULL OF SOIL T' TAMPED BACKFlLL ~ ~ ~ 'C' \ ~
1 CLPS OR WRE AT 8 OFF CENTER. 1 SECURE WITH A ROW OF STAPLES, ~ 10 INCH SPACING, 4INCHES ~ //////11/1 / / / / / / / / ,
DOWN FROM TRENCH ~1 ;;///111 ~ /111/,;;:;' ~ ,/r11/r11/11r1,Irr11111/y/1111/,/,//.,,r/1/,/ ~ \ ~ ~ ~ ~ I„////,1,,11,r///111111/..11,1111///,1,11111 r~~
GI9 ~IRr- ~ J 1. pp . DRq~ CX.ASS 'B' RP-RAP OffCN ~ ; ~ -0 < OUiLET PPE .r„/r11111,11,r/1111111111/„//1111,.//,//1.r1 1111///,/,11„ ////.,11..1 .//111111,////1,1111 i ~ ~ ~ ~ ~ ~ / .1111/,//11/1 1r1//„11/1?.//„/,/, / - ///1111/,1/,11/ 11,/,1/1..111,//.. 1,1// / ~ » , Ir11.,,1////11/111111/1/1);111/. 11.1///,., ~ 111/n11u/1///u//1/1/111 n 1111/11111//11 & s,tyq; ~
. i "°'+,+y,~ 1i/iiiiiiilliiiiiiiiiiiiiiii 1 I iiiiiiiiiiiiiii s y~^' i \ \ \ \ ,Ir11/11111nn/11111.nn/11 uu1/n1//,11u1/ 2 INCH OVERLAP ; . / ~ ~ ~ ~ ~ ro /11111111111//111u1nn1/ //1111/r11111unu1 / /
11 liiiiiiiiiiiiiiiiiiii~iiiiiiiiiiiii1111 OF LINER STRIPS ~ ~ 1.1111 /.1111::Y.::Y.:"Y: Y::1/111.1 , . °a.°w~~"'^ 11111,rrr// / ,fin/ Ir /1u1 WHERE TH'0 OR
; C. OVERLAP -BURY UPPER ENO OF LOWER } ; P~ ' STRIP AS IN 'A' AND 'B'• OVERLAP ~ 1.r11.nn111/...,,r/ 1 n/uu 11/••111111/// 1111111 MORE STRIP WIDTHS ARE /111u11111/11//.n111/ /1 .u11 /.uu1u1//11 ,.iiiiliiiiii iiiiiiiliiiiiiuliiiiiiiiiiiiiiiiill ,
~ ' END OF TOP STRIP 4 INCHES AND STAPLE. ~I, _ ? ' "w"we ///,u///n1/1f////11/11//1/1111111111./1111111: ARE REQUIRED. STAPLES ~yN~ I(j' /1//ru//1///11/n////1/,~1111nuun11111111/ 1111///111111111 1/1111111 nu1n111/11111n1/ ~ 1111u111u111111/1ru11111Tuu1n111/u/.u1 ON J' TO 4~ CENTERS, ~w 16" FCRCE MAN ' 1.n/u/1111/n1,n1///..u11/u1.r111a1rn1111 FCRCE MAIN
PLAN SECTION ' I , ~ _I. ~ 3Y'!~. . : _ 11/111///111/r111111u/nr11r1/u1u1111u1/u/ "m„ I/.n11//I11111n.n/11//1 .I,,111.n11,n11111~pn- u/111/1//111u1n1111u1~I11/r/11111uu11n 1/11111///11/1//11/11/// 1111//11..1111111/1 20" SDR-9 CL-200 BUTT RJSED
i ~ e L•~I ' MAX. S®MiBJT STORAGE LE'VB_ IS V2 t•E~{T. ~;i y~~ --_11-11 4, / 11/I//III.I/II/I/I//IIII111//III/II111/ ~•I~;r:l:••ltl I 11/L'//III//////1 Ir1I1I11I////..,II III/ M/II //IIIIIf1rrI1//I,/I/IIII I,o'~ ~1~yy1 p A,~y~ ~yyYl7~,}/ MVrY ~[„R ~/J ~/y~ryW % I%%~I%%%%M/ I (~(~1///1~1I1 11%~ 111 /II%I rLL\\~I 1 LW \VGl/ ~p y~ ~ ~~y~
REMOVE SEDIvB`tT WEBJ THIS I.I:VEi I$ I,I////I/II./I/I I/il~ »/1 /11/1/:'4 r~ j11~ ~ LFY JVI~ I-LJiI'1~7G .IIII/II./II/III/////IIII III~11/IIII//11 ~(7,~ REV/ MJ[ II1111111/11//.IIII//I//.I~1I/IIIIIII,III1 ~ Tt~WT ~ \I Ir. GF'1~?7 V~ //1/.,.,/.11/111111//11/11111,.1///11111111/1, . 20' SOR-9 FDPE /1//1111/////1/.11/111/1,,1111115 //1111111111/I tTYP. EACH SOD
REA(~•EU OR AS ORECi® ELY TEE COMB?- » r r - 3' f NATION NSPECTOR. TAMPED BACKFILL /1///111/11/11.11111//11..11111 t///11111//111 FORCE MAN ~9i^~.. n1//n11n//I.r1nn1///~..nn 1////1111//11 M. rr A+ PLACE STAPLES COLLAR ~ SIDD 1luuunnu/1.ru1111//1 u11111 1///11111// 11/n1.n11n///I..n11//111111111 11n1.n1/1 11111/1111/1,muuw/uu1/111111$ ,u1uu11 4 TO 10 FEET
CLASS B RIP RAP PAD SIZES , a... iiil lliiiiiiiiiiiiiiiiiiiiiii1liiiiiiiiiiil Siiiiiiil~ •/,.x; TYPICAL STAPLES 1n1/11//11/1111///u11111~1///..r111/S 111111 APART. I JT•.16" DAB 111n1111/111111nn111//1111r1/rr11111111111 ~ N0. 8 GAUGE WIRE
. 15 PIPE L• 7.5' Do-18 ~ .1111//1//11/11//I11111.111r/11/11111,111 FL x PE (Tl'P. EACH SIDD ~ 11//n1/I/1111/1.r1n111/111111111 ~E; 1111iiiiiiiii~iiiiiiiiiill'11 11/111 i.
L. , t D. EROSION STOP -FOLD OF LINER 18" PIPE L- 12' Do=18" ~ R , SECTION VIEW t.,
„ i:. I ~ , :!i BURIED IN SLIT TRENCH AND ::I a 24" PIPE L- 16 Do=18 , TAMPED, DOUBLE ROW OF .1 ~ B.
DRANAGE ONLY. DOUBLE ROW STAPLES. OF STAPLES 10" ~
NOTE: INSTALL TACKED MULCH IN E%ISiiNC DITCHES ALL COMEC110NS TO BE CLASS 200. AT AREAS WHERE DITCH IS DISTURBED UNLESS NGT TO SCALE
~ . OTHERWISE NOTED. rr
NOT TO SCALE ~ 1.5" TYP, Y
- CARRY b TO R NCEES OF FABRIC MO TRBdCN DISHED GRADE
COVER W/ SOL. TAMP MD BACKFLL
NOT TO SCALE
CARRY 6 OF WRE NTO TRB~C~-L IB"
METAL. OR 4' X 4' 1REATFD WOOD OR CEDAR CONSTRUCTION SEQUENCE POSTS AT b' ac. MAx wood PosTS MUST SIDE SLOPES
` BE 2' DEEP MNN~uI i. EA(~ SEE NOTE 5 i. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 8 INCH
L Obtoh gradng permit, LAYS LAYER OF STABIUZAl10N STONE OR ANON-BIODEGRADABLE FlL1ER FABRIC. PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE 'i
2 hTStall gravel oonetructlon pad temporay dverslons, silt FABA fencing, sedment basins a other measures as shown on the NOTES PLAC PLACEMENT OF 1NIS DYER. KEEP VOIDS TD A MINIMUM AND FORM , f
oved Cleo as necessary t0 befall these devices SILT FE3JCES SHOUD NOT BE LISB) AT PPE OUTLETS A DE aPPr f~ ~ OR N AREAS OF CONCBVTRAiID FLOWS (CR83CS, UNDE A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE BACKFlLL ` ' UNDERLYING BASE OF FLTER WHEN PLACING STONE. COST OF THE
3. Call fa orelfe ~peotlon by 6fvtamentat DTTCN.N~, SwALES ETCH. STDN STONE BASE OR FlLTER SHALL BE INCLUDED IN THE COST OF THE
inspeota and obtain Certifloatbn of Compliance, PLAC 4. Begh oleaMig and gnbblr~p, Mahtah devices as Headed 2 MAXII PLACNG OF RIP-RAP. ~ 2. MAXIMUM STONE SIZE WHEN USING a INCH D50 WILL BE 12 INCHES
Rain Qade alts. AND AND THE MINIMUM THICKNESS THE RIP-RAP LAYER SHALL BE UNDISTURBED SOIL Ta INCHES. ,
5, kistall storm sewer (If shown) and oteot inlets with alit 1g IN fx 3. MAXII 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 ` " l
HORI~ ienolnp, sediment traps or other approved measures as NTOwn NOT TO SCALE on the plat, Begin c~ttatnatkxti IS TC HORIZONTAL TO 1.0 VERTICAL. FNISHED GRADE OF THE RIP-RAP IS TO BLEND WI1H THE SURROUNDING AREA.
b. Stoblllze site ae aeon ae brou~t up to finish grade with 4. INSPI 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
v tatlori, dtoh I eta (ESPI age I~~ ESPEgALLY AFTER SEVERE STORMS AND WEED BRUSH GROWRi. SPRING LJNE _ ( )
7. When c~nsinlotlon Is complete a?d all seas are stabilized HAUNCHING REFERENCE DETAIL BELOW NO VOIDS PERMITTED < PIPE GRADE
aanpletely, call to kbpectlon by Envkorrnentai k>~ecta. CONCRETE WALL 8. It site le approved remove temporary dverslons, silt 24" GRAVITY SEWER ~ )
tencings, sediment basins„ etc. and seed out a pave any
resulting bas areas, All remakThig permanent erosion ,
control devices (such at velocity dsslpatas) should be 16" DI BYPASS ~ MJ OR FLG.xFLG Irbtalled now. FILL ANNULAR g" T o.o: of " MIN (j" "
9. When vegetation has bec~rne establlehed, call fa final site SPACE WITH OR Fll 8 GRAVEL FLTER PIPE 6 MINIMUM SIDE CLEARANCE oR FILTER aoTH ~.5 r 12" O.D. OF 12" MAXIMUM SIDE CLEARANCE
htepectlon by Ernkorxnental Inepecta. NON-SHRINK GROUT 6 OF STABILIZATION STONE • _ MIN
PIPE ~ IF 1RENCH BOTTOM IS UNSTABLE y
CORE DRILL WALL WALL SLEEVE 1HE DIAMETER OF THE LARGEST STONE SHALL EXCEED 1.5 11MES
~ TO INSTALL ~ ~ ~ . WITH COLLAR TMI 4 -0 (np~ THI THE SIZE OF THE RIP-RAP. (12" FOR 8" 50) NOTES;
MANHOLE BYPASS PIPING MIS MINIMUM THICKNESS 17 SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER, Bu IN NO CASE LESS THAN 6 . 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
(1~~ 24" PRIMARY STI INFLUENT TAKEN FROM THE INSIDE FACE OF THE SNORING AND THE BRACING.
(BYPASS) 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFlLL
1 3. ALL BACKFlLL MATERIAL ABOVE THE SPRING LINE MAY BE SUITABLE NATIVE MATERIAL.
_ 4. BACKFlLL SHALL BE TAMPED IN ACCORDANCE YMTH SPECIFlCATIONS.
5. SLOPE SIDES TO INSURE PROPER DITCH STABILITY AND MEET CURRENT NOT TO SCALE OSHA REQUIREMENTS.
o 0
INFLUENT CHANNEL o o -
0 0
A

. , ~ PWN r.. NOT TO SCALE FINISHED GRADE
-i; 24 GRAVITY SEWER BAR SCREEN 24" PRIMARY
~y-~~~, ~ (INFLUENT INFLUENT Rat ; r.: 1.r ...5. °t „ (BYPASS) FINISHED GRADE
• .<.K• 18 GRAVITY SEWE I R
(INFLUENT) '
A SIDE SLOPES Y~ y SEE NOTE 5
' ~
Ni•L rr b wASr~ srore a.a~ •r sTare - ' ~ SIDE SLOPES
LPSTi~Nd : BACKFlLL SEE NOTE 5 N
~ i/~/ l
• ~ r.~. t,f AT CBriHt NOTES: ~
~ BACKFlLL ' • UNDISTURBED SOIL
'r"' ' 1. CONTRACTOR SHALL INSTALL BYPASS DURING A PERIOD OF LOW FLOW TO THE PLiWT. 'f -
F"'~ 2 CONTRACTOR SHALL COORDINATE BYPASS INSTALLAliON WITH CITY OF ~
HENDERSON DEPARTMENT OF UTILITIES. f' ~ 67 STONE UNDISTURBED SOIL
SECTION A - A 3. ALL EXISTING ELEVATIONS SHOWN WERE TAKEN FROM ElgST1NG PLANS AND SPRING SPRING UNE , ' ~ '
HAVE NOT BEEN FIELD VERIFlED. NOT TO SCALE 4. EXISTING ELEVATION SHOWN SHALL BE CONFlRMEO BY CONTRACTOR PRIOR ~.k \ HAUNCHING ~i f : ` ~ >
TO PERFORMING WORK. IF ANY SIGNIFlCANT VARIATIONS IN ELEVATIONS ARE PIPE GRADE ,i ~ ` 67 STONE
'~''"`~~''~h~ FOUND, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR r. ,f, K ~ A SPRING LINE ~ 6" MIN, BEDDING - ~
~ ' F' A U >Fe dBTANCE 8lldd TENT Pants a LNG THE BYPASS. . ~ _ TO INSTALL i - , . A APD A ATE OP BGxJ4. EItYA1pN ; HAUNCHING ,x PIPE GRADE
~lY,
; . ' rv~s~,~ . NEW 16" BYPA WORK WELL UNDER B0~ s SS ; ; ~ • ; ' OF PIPE (NO VOIDS PEI ELL UNDER BOTTOM " O.D. OF " t;,~a „ ,u,,, 6 PIPE 6 MINIMUM SIDE CLEARANCE ,<k ~ 6" MIN, BEDDING (NO VOIDS PERMITTED)
- " 12" O.D. OF 12" MAXIMUM SIDE CLEARANCE ' r ' ~ E Yt` . .
24 GRAVITY SEWER E 24'~ PRIMARY (INFLUENT) L 362.00 NOTES; PIPE WORK WELL UNDER BOTTOM O.D. OF "
INFLUENT OF PIPE NO VOIDS PERMITTED 6 PIPE 6 MINIMUM SIDE CLEARANCE ( ) "
NOT~s~ W,L, ~ ~ 1. FOR TRENCHE EL 3~ .i ~ FOR /BENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE 12 O.D. OF 12 MAXIMUM SIDE CLEARANCE
(D STOi~E SI-LOUD EIE PLACE) ovB2 TuE aaAN~L BANKS To 360.62 ~ PIPE W.L. EL. TAKEN FROM KBE' WATB~ FROM aJfTNG AROLAD THE DAM - EL. 360.83 360.30 ~ 2. NO ROCKS OF TAKEN FROM THE INSIDE FACE OF THE SHORING AND THE BRACING. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFlLL. NOTES: PIPE
CU STONE CEEgC DAMS SEIOIl1.D BE SPAC®N A gaANNFi. - 3. ALL BACKFlLL ALL BACKFlLL MATERIAL ABOVE THE SPRING LINE MAY BE SUITABLE NATIVE MATERIAL. 1. FOR TRENCHES REQUIRING SHOT ,AND BRACING DIMENSIONS SHALL BE
90 THAT Ti•E CREST OF TEE DOWNSTREAM DAM LS AT 1EE SAME ELEVATION OF TEE TOE OF lPSTREAM DAM INFLUENT CHANNEL 4. BACKFILL SHA BACKFlLL SHALL BE TAMPED IN ACCORDANCE WITH SPECIFlCA110NS. TAKEN FROM THE INSIDE FACE ~F 1NE SHORING AND THE BRACING.
- ~ PIPE EL. 360.50 _ 5. SLOPE SIDE`. SLOPE SIDES TO INSURE PROPER DITCH STABILITY AND MEET CURRENT 2° NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFlLL.
OSHA REQU EL. 358.25 OSHA REQUIREMENTS. 3. ALL BACKFlLL MATERIAL ABOVE THt SPRING LINE MAY BE SUITABLE NATIVE MATERIAL.
EL. 357.92 4. BACKFlLL SHALL BE TAMPED IN " :CORDANCE WITH SPECIFlCAl10NS.
5. SLOPE SIDES TO INSURE Pfi~ ''ER DITCH STABILITY AND MEET CURRENT
OSHA REQUIREMENTS.
BAR SCREEN

NOT TO SCALE
N07 70 SCALE
NOT TO SCALE
NOT TO SCALE
SEAL SEAL
" " ' DATE: NOVEMBER 2000 MdcC DWG NUMBER ivision - SCALE
N, ~ MCE PROJ. # 1406-0002
:~i , ~~~ssro ; e V ree are once a~n DRAWN DKM HORIZONTAL: SHEET NUMBER
Nn~ c~©~ni INA A~I 11?~1 IA~? ~.,~AMAAM~AM DAM~IAAAMAMI~ DMA~AA~ f~[CIlMICI1 1 ~C AS SHOWN _ _ _ _
v SEAL a I ' "Iftw" " ' NW""lqmv""' • 1~utuu~l l n 1tV1 VVNtVI 1 IVNICVVII IVI It 1 I VJVVt "`°"•"u w VERTICAL:
5625 Dillard Road, Suite 117 13669 . ~T. Phone: [phone], Fax: [phone] CHECKED BB
16w Bypass a U us PROJ. MGR. TJB NSA OF
Cary, North Carolina 27511
P~ 6 1 ADDED 16' 81PASS TO EpSTiNG FEADWORKS AT NUTBUSN CREEK WYY1P 10/18/0I J. WASTEWATEF 7WATER SYSTEM IMPROVEMENTS WWTP an RNSION srATUS~/ sl~"t8~
REV.NO. DESCRIPTIONS DATE Standard Details
Internet Site: http: //www,mckimcreed.com REVISIONS