20030479 Ver 1_COMPLETE FILE_20030421

?0F WA
TFRQ ` { Michael F. Easley
`O G Governor
Cq William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 12, 2003
DWQ Project No. 03-0479
County: Wake
Page 1 of 2
City of Raleigh
PO Box 590
Raleigh, NC 27602
Subject Property: US 401 South Sewer Trunk Main, Ten-Ten Rd to Eagle Ridge Golf Course, Garner, NC
UT to Swift Creek [03-04-02, 27-43-5-(1.5), WS-III NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 154.5 feet of streams and 22,671.9 square feet (ft) of protected riparian buffers for the purpose of
constructing the proposed sewer trunk main, as described within your application dated February 20, 2003 and received
by this office on April 21, 2003. After reviewing your application, we have decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3374 (GC3374). The
Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 26.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge, and water supply 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 and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any .
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
2. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
3. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3374.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.ustncwetlands
Page 2 of 2
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
PXAlan W. Klimek, P.E.,
C DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: J. Chris Ford, PE, Kimley-Horn & Associates, Inc., PO Box 33068, Raleigh, NC 27636
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 3-0479
Date: June 12, 2003
bz
1
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name US 401 South Trunk Sewer Main County Wake "
Project Number 03 0479 County2
Recvd From APP Region Raleigh
Received Date 4/21/03 Recvd By Region
Project Type sewer main
Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 Stream P-7-0 N 27-43-5-(1. WSIII NSW 30,402. ? 154.50 87.00 67.50
NBR BuffersWY _0N 30,402: F__ 0.52
r
F__ F_ P-7-0 N F_ F 7 - F__F-F_ F_ F__ f
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1

Kimley-Horn
and Associates, Inc.
April 15, 2003
03 04 7g
>
0
Mr. John Domey
Division of Water Quality 401 Wetlands Unit
North Carolina Department of Natural Resources
1650 Mail Service Center
Raleigh, NC 27699 FIL R
e: US 401 South Trunk Sewer Main KHA Job #011063027
Mr. Domey:
¦
P.O. Box 33068
Raleigh, North Carolina
27636.3068
COPY
On behalf of the City of Raleigh Public Utilities Department, we submit herewith
the attached permit materials for approval for the above referenced project.
This project involves the installation of approximately 7820 linear feet of 8"
gravity sanitary sewer. This line will serve as a means to eliminate the need for
an existing sewage pumping station. The proposed project corridor begins
behind the Food Lion Shopping center at Ten-Ten Road and US 401 outside of
Garner. It then crosses and runs along State maintained roads and a CSX
railroad. The final leg of the sewer parallels an unnamed tributary of Swift Creek
before crossing the creek and tying into an existing sewer at Eagle Ridge Golf
Course.
Due to the length of the project being less than the threshold of 3 miles set forth
in T15A: 01C.0100-.0500 of the NC Administrative Code (attached), it is our
understanding that an environmental assessment will not be required.
The project involves one perennial stream crossing at the golf course and other
intermittent stream and dry ditch crossings throughout the project route. All
crossings are designed as sub-grade armored with rip-rap. Also, due to the
topography of the site and the location of the existing sewer, we were forced to
encroach upon the Neuse River Zone 2 buffers. The design is within the Neuse
buffer guidelines that allow Zone 2 encroachment without mitigation for utilities.
Please see the attached excerpts of plans and location maps for location of these
encroachments and crossings.
Please review the attached permit application and supporting documents and
figures as submitted for approval. Corresponding permit applications and figures
have also been sent to the US Army Corps of Engineers for approval.
¦
TEL [phone]
FAX [phone]

Kimley-Horn
and Associates, Inc.
Thank you in advance for your help with this project. Should you require any
clarifications or additional information, please contact me at 678-4133.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.

Jeremy Rivenbark, El
Analyst
.,12003
Office Use Only:
USACE Action ID No.
(If any particular item is not applicable to this project, please enter "Not
1. Processing
FILE cope
Form Version May 2002
or "N/A".)
1. Check all of the approval(s) requested for this project: .
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Raleigh
Mailing Address: PO Box 590
Raleigh NC 27602
Telephone Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: J. Chris Ford PE
Company Affiliation: Kimley-Horn & Associates Inc.
Mailing Address: PO Box 33068
Raleigh NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Fax Number: [phone]
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: US 401 South Sewer trunk Main
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: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Project site spans from shopping
center at corner of Ten-Ten Road and US 401 to Eagle Ridge Golf Course and the Norfolk
Southern railway
5. Site coordinates, if available (UTM or Lat/Long): See attached sheet
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Total Site = 6.5 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Swift Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing conditions consist of woodsland, over-grown fields,
subdivision streets maintained railroad ROW and an active golf course
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project involves the installation of 7,826 LF of 8" gravity sewer pipe. The pipe will be
installed using heavy machinery including trackhoe/backhoe, dump trucks, and loaders.
11. Explain the purpose of the proposed work: To facilitate the elimination of a sewage
pumping station.
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.
N/A
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Mechanized clearing,.
excavation and backfill
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within .
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding..
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A -
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please secif )

I -g 87 UT Swift Creek 15' Perennial
pipel n
rossing
2 Sub-grade 31.6 UT Swift Creek 10' Intermittent
pipeline crossing
3 Sub-grade 35.9 UT Swift Creek 8' Intermittent
pipeline crossing

* 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.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.maQguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 154.5 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name 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.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment,. excavation, installation of
draw-down valve or spillway, etc.): NIA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In an effort to balance financial feasibility and functionality, the proposed sewer line was
located at the lowest topographic region (along, the creek) while avoiding Neuse buffer zones as
much as possible Also crossings of the streams were necessary to facilitate connecting into the
existing sewer system and avoid further Neuse buffer impacts and open water impacts.
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:Hh2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): NIA
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
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 X
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
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. - Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 0 3 0
2 22671.9 1.5 0
Total 22671.9 0
* Zone 1 extends out 30 feet perpendicular from near banK of cnannel; Lone z extenas 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 2B .0242 or.0260.
N/A
XI.
XII.
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This project will not add impervious surfaces to the project area. Erosion control measures as
Shown on the plans and "BMP" will be implemented
Sewage Disposal (required by DWQ)
Clearly detail'the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project will not generate any additional wastewater, but will upon completion
convey existing wastewater flows to proper treatment facilities.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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
, o - v
(I "NA O&?? V
Applicant/Agent's Signatur Date
(Agent's signature is valid only if uthorization letter from the applicant is provided.)
Page 12 of 12

Park T I -- ?x/
Overflow.:
SPILLWAY ELEV 282
Trailer Park 1?, • I ?' 1?..?J
BM. / y? l i
6 t
l I ? 1 I\
? ' l l1/- I i I -1
Cr'eed'
X C/
// -- 00
393 -
5
Proposed Alignment I
.i -_' _ ?•• I / -?--- , ,Williams C
u
•/r BM - 1 \• .. i Q' 347
a 419. Chem \ ?J
-TA C _ I
%`•' Crossroads
Moran. ?' ,' I i
Cem
?? - McCullers
--- ti ?? ullu:
Cem welrtwurt? 4?•
Ch -it wirr tll„5
° C'1•osSroads
?nv. - •i' `_ !`II / Vance Scl?? 6m ?/'4 07.
'i 1 2)
70
Hullands
?? ?\Cp?/ l== 406 I
?Water lank ?tiF °'11 ?.
Hrilin Indusu-ial 1 I
Title: Vicinity Map
Project:
City of Raleigh, NC
- Kimley-Horn US 401 South Trunk Sewer Main
bhhiiiIJ11 m and Associates, Inc.
Date: Scale: Project No. Figure:
1/14/03 1:24,000 011063027 1
Title: USDA Soil Survey
Project:
City of Raleigh, NC
Kimley-Horn US 401 South Trunk Sewer Main
IIIIIIIIIIIIIIIIIIIN
and Associates, Inc.
Date: Scale: Project No. Figure:
1/14/03 1:15,840 011063027 2
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH, NORTH CAROLINA
US 401 SOUTH TRUNK
SEWER MAIN
AT7EN770IV CONTRACTORS
CIP PROJECT NO. XXX-XXXX

X
F+
- -ISM CA?111 - - - -_
4

40 70
ram
40
to wwr
qA
1 r

r 40
tBnpaT
tur
twnw I0

vw A a'/{L
PROJECT LOCA770N
N w
w
P
FROMM
ilw
fiK?
lilt[
NOr 10
PR XECTSITE
The G- Iw. Co.aumr mrpareis for the edrhdon of water
and sew. as approved in these 0aq, is fespahe6N for - Mdi.c
the C-we.i-dKUprdmd +f0, and the
F.bftMd.Dq-ft-t ct afaN 00 d lead
t.-p r-rb..? prb to bs¢mtq any of their m-huctla.
Fd.re to Nefy both Clry Drp.rln-t. In adhaha otlepbnYw
oarishhratiehh, Wit refit In the brwhoe of newtuy m.q
regrhe renddatm d my rater r seer faaptee not Yrpedted
a o nook d this notlfidatbn faun.
Floe to col far I.ipeAo., I.ma a Dor mPlq, have
Fa.ud Phu on the lomar, ray otlhr Vtohe- d City or
r.Y@Y Stand.dr d remelt In a Fl. ndr. poa.dr.ami..
ham firbes rah In the City of Mao,
r {Ili.
Sewer Collection / Extension System
the City of Rol 11 consents to the connection and artenelon of the
CIW* public seer Mhm as shun an this plan. The material and
Caubuetlon mstMds wed for this project shall conform to the
etrndadb and specifications of the Cites Puhlis UINtln Handbook
City of Ralsigh
Pubfic UtNtift Department permit
/
AuthrMUon to Caabwt
NO. DATE DESCRIPTION BY
This document. togebw with the concepts and Asslpns presented herm, a an
nebmmt of srMae, is herded only for the epMAe purpose and dpent for which It was
prpad Rome of and Inpnprt rellanee an this document Without wittm
autlhatrdisn and oaapta.. by Khd"-Hom and Assodatse, rod. dad be Wimat idbtky to
Kkdey-Han and Associates, Yha
and
PREPARED IN THE OFFICE OF.
Kimley-Horn
and Associates, Inc.
P.O. BOX 33068 - RALBOIi. NORTH CAROLINA 27836-3088
PHOW. [phone] FAX- (W) 677-2050
?a
3 1L
DAVE " I41LARM1 v
JANUARY 2003 1011063027
0
O
3
O
U
N
01
3
r
N
O
M
0
O
AV $?r 0,,? "?`"ORr 4 '
37gOE°'?R A7ACF CC} MH N0. T -
c OCDE (E10SANG)
46 1-1
'•-
?
t

__
''
-
`•.
?.., h, e ?
Ox STA G+00 l•
-FCpR, `,tSFEp? ,,`k 699423.22 -
>E 2096442.1 _
1
2
"
TEMPORARY CART CONTRACTOR TO INSTALL TEMPORARY
p6'. + INSTALL
AP / 1 PATH. NCDOT ABC STONE i BRIDOE FOR CONSTRUCTION ACCESS
'i 31.0. STREAM
-
-'
31
'
'
y1pE, 4
`
g
DE
k I V 7
l tt x .
r
EP -
/1 RI131 SF
&•r 'M_` / ? 216

? /
- - NOW OR w1IMMY
E
?
?
•'
/ \ 1
/ '4 c' / //
l , JKS ASSOCNT
S. LLC
.
?
2N
1tl 479/ k 1061
?

OW OR raln6r
JKS ASSOCA
LLC
/ }]DSIING 8t d / J --
.- SANITARY / 1i5 a"_ V
150 Lf I'll
w
ro am 15 was
Z

I „
SILT FENCE _.-
F
°
12
z
C-A F=
'. ACTUAL LOCATION VNK GOWN U
L i O
-
/r \\lr 7
; ST
/` y? •L1I? ?.?// F // \\ / ??? ( TOP OF BANK

r
/ Q=
W
W
? ?\ '.-.';,,r
?" } x ?r ,•,.
OO 0)' 5+00 265 LF
6+00
h ,?._... _ CHECK DAM
ci
EDGE OF l 'N
SILT FENCE
V PROPOSED 8• _7+00 423 SF ,.8+00

1?'B /
RIP RAP ..
. - ^..
. .
GREEN ..`
_..
5 }
SANITARY SEWER
A°Y IR7°MIOEr
,. JAMES ATLAS BUFFALO SR
y
l
/
STA 4150}? \T +•a?
W - - 08 AP PC SA
/. , :•
le Im Pc e.
- -'?'-T- - -, /

EXISTING N0RF THcgrt _:'-. - ""- ----•? _ --
_ GRAPHIC SCALE

RAILROAD RI - -WAY----?;-??. U

ELM (II Fm)
1 i-h - 40 N.
1'40'
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
m IN
n
284 °n nm°N 284

.
.Q.U
. . .
. . .
. .
.
. . .
. . .
nm
. . .
. .
. . .
. . .
. . .
. . .
. . . mN
N.1
. . .
. . .
. . .
. .
. .
.
. . .
+I.Ir
J ]O
ZF
O ?N +
6
qn0
N INN »

276 1.
?N
1 .1 IF

+J J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.

76
. _
i . . . _
2» . . . . . . . . . . . . . . . . . .
+ ""?
JjZ2p ?ZZ
. . .
. . .
. . . 1121.4
Imo.
. .
7»>.
C=_Z
. . .
. . .
. . .
. .
.
. . .
. . .
. . .
. . .
. . .
. . .
. . .
nwmr
110E ALONG
5ANIARY

'
. . .
. . .
. . .
. . .
. . .
. .
.
. .
. . .
1311 S
RP RIP ??_ ?___ ?\
____
___ ,• . . . . . . . . . . . . . . .
00.50%
0 8'OP . . .
268 __ ____ - . . 268
g
00. x
I I... N6
.°
.
.
. . . + ...
. . . + + . + .. .
) ) o 01 . . . . . .
.?
i ?
i...

w .±.

°<.. 4.7 +.

.

.

..

..

..

..

. .+.

..

..

..

\

..
, - ...

... ...

... ...

... ...

... ...

... ... ... .. .

260

)

._ ZN -
REQUIRED, ST
INVERT EEV
EAM CRD591G
TI°1(Tip.)

260
4 LF 0 1
.
3
5 LF OF C
CRETE
. . .
. ENCASEM
SEE DETAIL T.
109. . . .
. . . . .
. . .
. . . . . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . . . . . . . . . . . . . . .
.
...
... ...
... ...
...
... ...
... ..
... ..
.. .
. ...
... ...
... ...
... ...
...
... ...
... ...
... PROR
'"WHOR ... ...
...
...
... ...
... ...
.. ...
.
252
1'.4' 1fR.

252
u
n w
n
m
N

n n

n

c4

n
G+00 O+BO 1+60 2+40 3+20 4+00 4+80 5+60 6+40 7+20 8+00 B+80 9+60 10+ 40 11+20 12+00
PREPARED IN THE OFFICE OF CLIENT:
p 1
1
1
p
"
PROJECT
. DEPARTMENT OF PUBLIC UTILITIES 1
1
1 "
C4gN" y i-19-02 :
y_
Kimle Horn ,

CITY OF RALEIGH, NORTH CAROLINA US 401 SOUTH TRUNK
` D,R fA,EH.' - D NNm,.
m
Th D -E tDp?m.Rt < <?b. a d d_91 w?DDt:d dam. at D n,tNmmt of r.c., ??d ?,.D, m?fK P.Do.. -d
.dm It we
r
-d
five of .d im
?
01
- wb
d
-
tt
-
H
A
b
d.t t? and Associates Inc.
TITLE: PLAN AND PROFILE
12049
1 -
•
. .1

JGB SEWER MAIN
P
g
.
p- ?e
c, b,
4
a
h
-
m b,m- bw mE Mo W.
,n
- and
y
b-
.h.11 d..ittwl Gtlfty Ia Kmle-Ha o.d A-ljbt , m,. wtq me.
9
e
3
BOX
P %,?'
'I
' '"
m
cwy?lnt K-1-H- a --t- m?.. 2- .
B?-2? NORTH C FAROLNA VWG-
0)
(
PFIO?&
(90) 677 STA 0+00 TO 12+00 (?, ?
4/i Nitm1_ 1` to ¢
F 'LRdiu56 ' ar
J
F 4 1 D a, E- Pus
X04 D?YAf AM7D3A na x?ax vim »wem
0
I
C
FC ¢ a, 011 D63027
4 14
M
O
7
O
3
N
O
U
3
r
N
O
0
0
W
?
o
?
. w
. '- Aw'aesnr
is+00
,?
?., JKS ASSOCNTES. LLC
. na ..
CHECK .
9
DAM' ca ase FG foul
".: au v; a1
p? 2q+O0 605 LF
SILT FENCE i

l

594 LF 5 61'?

\\
21+00
.,' 'S -?`???o
SILT FENCE i/%! / `?
$ _
\\a FILTER y - J
3)
22
4.0 ,-..?
xUO

EXIS-PNG
s y`
(pXtFK ;TONE Nro
?

PROPOSED 8' --

FILTER SANITARY SEWER
/
' 0

?
iJ ii F Jp- J
NOW OR
JKS ASSOCIATES,YLLC??/i
2
to PC I=
ii^?Gr. e
00'. ryQ
y?e?a2
R

NOW OR

l JAMES ATLAS ?
xCF f f ?'.-
J
'?
'??-
40
SR.
ZA
OE
(
P
,
J
am.
z
N
to ,YpSa¢'?'r ?rr.
AZ'
rs
?

00
2 D NN 1917 P6
13+ - ,
EKISTING NORFOLK SOUTHERN
'V
RAILROAD RIGHT-OF-WAY

o
64
?J
!D
m2 yLV
FILL EXI9TNG DITCH WITHIN
i J
ENT LIMITS TO
A r / J MATCH ADJACENT GRADE
-n

SJ
Z, FILL EXISITNG DITCH WITHIN GRAPHIC SCALE
N EASEMENT LAAITS T / J
OE `S
Z } MA
0 TCH ADJACENT CRA
C:
DO r
=1 ELM ( IN IDEI' )
0
Z 1'-40
=+o n

296 ... . .. ... ...
. . . ...
. . . ...
. . . ...
. . . ... ...
. . . ...
. . . ...
. . . ...
. . . ...
. . ...
. . . ... ...
. . . ...
. . . ...
. . . ... ... ...
. . . ...
. . . ...
. . . ...
. . . ...
. . . ... ...
. . . ...
. . . ...
. . . . ..
. . ...
. . . ...
296
. . .
. . .

. .
. . .
. . . . .
. . .
. . . . .
. . .
. . .

. . .
. . . . . .
. . .

. . . . .
. . .

. .
. . .

. . .

. .

.
. . .
. . .
. . .
. . .
. . .
. . .

. . .
. . .

. . .
. . .
. . .

. . .
. . .

. . .

0-
+

IR
. . .

. . .
. . .

. . .
.

.
. .

. . .

.
. . .
. . .
. . .
. . .
. . .
. . .
. .
n
n N
+11
1
. . . . . . . . . . . . . . . mn^ . . . . . n fW
N
m.^N J

. . .
.
. .
. . .
. . . 0
m
N Y NN . . . . . . . . . . . .
288 f, mn 1
M OR
K
! 288
N
OUZO
. . .
. . .
. . .
. . .
. . .
+
If-
2? a•2?
Z
. . .
. . .
. . .
. . .
. .
. . .
. .
. . .
i» --

280 . . . .

. . .

. . . .

. . . . .

-- . . .
PROPOSED
OMOE . . .
. . . . . .
. . 701.5E
BP 6.V EX ST"G GRADE
SAMIT
SEWER . . .
. . .
_ . . .
. . . . . .
. . . . . . . . .
. . . . . .
. . . . . .
. . . .
. . .
. . . . . . . .

280

. . . . . . . . . . . . . . . . . 00
4.
f? .00 LF . . . . . . .
. P , 0 +. +. . . . . . .
272 . . . . . . 00 0D x . . . .
. . . , . . . . . . + . . 272
. 19. .? . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.
. . .
.
. . T . . . . . . . . . . . . IEQARED
'INVENT' ELT TREAM rn0.S9
ATICM (T1P.)
... . .. ...

?. ...

?. ...

$ ... ...

... ...

... ... ...

...
...
...
...
...
...
..
...
...
...
...
...
PROF1
...
...
...
...
. .
...
...
...
...
...
...
...
...
...
...
...
...
.
.
..
..
...
...
. . . . . . . . '-40 HOR.
264 1=-4 YEA 264

n
n n
n m
a
m
n
n
n
n
n
12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 20+80 22+ 40 23+20 24+00
PREPARED IN INE OMCE 0F. CEIENT VV,DI I A 1111 " PROJECT:
bEPARTMENT OF PUBLIC UTILITIES
Kimley-Horn NORTH CAROLINA
ALEIGH ` ,?-- US 401 SOUTH TRUNK
,
CITY OF R :E
UA I' - 4'

IA'
m
l
I
U
n1A IM1
i
ntmAM
n
"
t
"
t
f
h
t
tl E
s
l
E h
Iv Ilse s
W
Kific -p-
md? cl'imf b and Associates Inc nTLE 20149
1

JC6
-
Ns SE WER MAIN
is
amm
.
A t ?, P p
y
, -
-
n -
-
o
sm
ca
s
ege
v
< cmc¢
s m
e
e
ve
gns pmmm
rgvM Pw, . o, mM1 mPrcPV ,ems tAKmmt . tho t ., ttm P IRO iP m m, Pa?tPl? by K< ,
, PLAN AND PROFILE ?
... \`
;
'``

,ASP n. ?mW
t fi.bMy fP Kmi? H-
vb A-m,tm. m?.
P.O. BOX 33M RM-80 { NOMI-i CAPOLM 27638-3008
PHONE c9W) 671-2DDD FAX- (99) 677-205D

TA 12+00 TO 24+00 N

'??In,nl,mnaK??`'
K, a nsnoe

?
,,:FG ??

011063027 5 a 14
oPygm Kmm
c rn«n o a w -imp,. 1 -. zoos

rq
O
O
3
rT
O
U
1-1
In
0)
3
N
O
0
0
/
I II,C rtNLI{VTU A -
FROM RIGHT-OF-WAY AOUISTION MAPS SUPPLIED BY THE
NORFOLK AND SOUTHERN RAILWAY, (CHIEF ENGNEEi OF
_ OPERATIONS). ALSO SEE (B.M. 1911, PG. 67)

° e 00
?
12
2 SILT FENCE
P 0
?
Q.
0 S
? x00 TOP OF NOW ON FORMERLY
B
G
K ` ' -
2
?
B7 • `
?? AN
,
\ \\\\ JKS ASSOCIATES, LLC
,
fil
\x 06 eme PG IM
?
\
E - -

-
v? '.
03? .• l
\\
\
FlLI
R
E _ ?.. 7-

TU
\ 40.00
i
?""
y1 i 0
F
e?? \,
x
a
- --' - 0
? ,\\\.??-
9 529 Lf
35+00
mw OR FORMERLY
SILT FENCE t
-
J4FIE3 ATLAS BUFFALO& SR.
µ0O o
` PC 5 sa 3
--emu
08 734
B Ism x
J
JAMES ATLAS BUFFAIOE, SR.
TCE .-
_, .-
LI
33+00
b IAtS R N
------
FILTER oo -'•'??'? 0
32+ W

+ 31+00 0 r-
108 LF 16' STEEL CASING PIPE
BORED AND JACKED I o
T. STONE FILTER 3p}00
O INLET PROTEC110N NP"s ,ax ?-
??'-
Ei? 705
L ECKD
?
2B+? _ ?, _ y -

-,_ PROP a
i
is 45'29 6• -"-'1?-^''
+ - m o
?- 1.792 SF SANITARY WER #
RLED WOOD MAT \
TEMPORARY LINING 1
--
moppo ?c, s
p 9 9 7
NOW DN FORMERLY NOW OR FORMERLY
\
m0 i y PAUL K. tr SHIRLEY B. STEPHENSON, SR. AND
DAMES ATLAS BUFFALOS, SR.
SA
5 17 05. W i m; +
0 .1 (1 L L> r
9 i m ° pwc-o-c 1 BRENDA STEPHENSON BRITT
DB 774 PC 5 OO 7610 a 2W
YB ism PC N
m
C 1411 SF
RIP RAP ?m
R 103 LF { >
z
\
GRAPHIC SCALE
4000' SILT FENCE TEMPORARY
STREAM CROSSING <
SEE DETAIN 211 ( IN PEEL )
1'-40• Hdt l hwh : b IL
0

< . . . . . . . . . . . . . . . . . . an
a
?N . . . .

308 . .c.
_ +'L 306
W W2

. . . . . . . . . . . . . . . . . . . .?.
A, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R? . . . . . .
. . . . . . . . . . . .?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

...
...
...
..
.
... 2

o

n

m?. .'

300
n
'm
N^n 300
T ?,y N A IP
I +? ~
+
1 98
0
0.
Ix
N m { .
wz . . . . . . . . . . .
. . . . . . . . . . . . . .

K
_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1F I

a?b I
. ... ... ... ... ... .
292 I E70rnm ODE ALONG
i 292
I. T. ... ... ... ... ... ... ...

.
. . .
. . .
. .
.
. . 1411 S
RIP RAP

. . .

. . .

. . .

. . .

. . .

. . .

. . .

- -.m

F

.?. U

_
.
. .
. . .
. . .
. . .
. . .
. . .
. . .
. .
. . .
. . .
. . .
. . .
. . .
284 m m wF.

mm ZF

Wm .
284
. . . . . . . . . . . . m lf 16'
1 S
J I . WZ. . . . . . P . . . . . . . . .
? AR '.r nnSnZ.
. 9.18 O
?
. . . . . .63-LF RR
ONNC
OFF C . . . . . . . . . . . . . . . . . . . . . . . . . . . .

_-_ CASEMENT
0 0. 5E .
SEE
DETAIL 109
.
... .. ... ...
. . . .
. . . .. PROR
'-!4D: HOR. ... ...
. . . ...
. . . ...
. . . ...
. . . ...
. . . ...
. . . ...
. . . ...
. . ...
. . . ...
. . . ...
. . . ...
. . . ...
. . .
. . .
276 . 1'-4' VOL 276
m
ui
m N
m
m 9

0
m
m n
n
H o

H r
6
N
^
N o
o
N r
w
m m
m
N m
m
N n
Ni
m m

N o
o
m

m
o
N
n r n
o
Y?j m

n
n
VNI
ri
A n

A m
+
A
r
h rv
+
A
r
A
24+00 24+80 25+60 26+40 27+20 28+00 28+80 29+60 30+40 31+20 32+00 2+80 34+ 40 35+20 36+00
PREPARED IN 1NE OMM OF-. CllENT
NN L 1 u„ 12-19-02 PROJECT:
?
xN
dEPARTMENT OF PUBLIC UTILITIES
?i
:
'
- Kimle -Horn
Y Ith 1
40 US 401 SOUTH TRUNK
CITY OF RALEIGH, NORTH CAROLINA
C "
I
1
4
I
Am u, n -n,L?menl of ,<rxcc I, n1e?EN
IM1r riU N, <mc
1, enE Ee,gn,
mm I?
„m1,E Ae<n Wy 1u U, ,Fxifr"Fw4oxe
` me Vin( Iw and Associates I nc =I =
¶ ,z? -8
I SEWER MAIN
p
.
W
P
. n it:., Rr? eE. R- of mE v p- 1Nm- m I— I.— .it
Itk, Ey _,H- e?E Assorial¢ Mr_
-t -ittm oulM1wixatim enE .d.p
, l
AND PROFILE _ ;'?
'
?
PLAN
I :F
?

-m a?

rn
mE
aW Inc.
Xb
l Y PA BOX 33088 RALE30Fi NORTH CAHOLeu127838-3088

M
) 677
- y
5
F.
111L1N I
IININ`\
E?FtI
I
STA 24+00 TO 36+00

g ' - ?-

?
.
? ? ?. - s?
?a
\??
l
2?2
un
mE Auxu cz
U'DY 9AI Kinky- R
?E (9Q) On-20010 FAX 11
III
IIII J
FG 11
OIt 011063027
I
r)
O
V
O
t
644 LF a 1
- SILT FENCE z
a

Mp 50+00
ST4 ?. .. .._...
51+00
._ --

-.-_.;... _.? 52+00
NOW OR FORMERLY
JOHN W. WINTERS. TRUSTEE ,
..,, OB 8495 PC 2496

S, 8M 14' W.
?

OP OF BANK
T
?y
-1
"v

Al. RO HAOR FORMERLY
RRIS TRUSTEE
B 5
P
FORh9MY
w
ON
•

.. K-\

'
RE HARR?TRUSTEE Fr
..
-

950
O 307
1 O
.
J
WINTERS
DR 2078 Po w
IDr 32 NV91CE ESATES
ED
' ' < m

<
w m ?

r wo PC 310
Do
`., ?" ,..
.y STONE '`.....i ,
LOT 53 tAP3t ESTATES
,°....?
T
R
0

K.
+ -(
aszc.
PROPOS
8
i F l SANITARY SEWER I
>,PF / , / ?? ` T o
v + ...
< S NOW ON menar ,
E
0 FlL
s•
a / I
40 LF 16' STEEL CAS
ING

C9 A' CONSTRUCTION

W ENTRANCE
_

0 it . REX HARRIS TRUSTEEI

IOr 41 L9msx ESTATES PIPE BORED AND JACKED ply

r'
57
00 r '
4

G +
d NOW OR FORMO&Y
? z
I ;
9 xar O7 FM49MY
Al. RIX HARRIS TRUSTEE

a 7450 PC 310 NOW ? NOW Pr EAdtrir
OR roW[,ar R
M. RIX HARRIS TRUSTEE M. a9 3900 PC 310 ?
?
_
l M. RS( INRRIS°iRUSTEE
Do ? PC 310 ? m
t1

III E i ? Zya

F 178
224 n
SILT FENCE
N

Tar M IASESmE ESTATES

ar 0o w EC 310
( 13 1 j '

40 oust Esum J LOT IN63E ESTA _
-
-
A--C_ ]TA 6 '
..`.., ?
I - . ry' 9 - -- m

ts, ;L `\ . ?i? ? ?S

i
SB4
T
W
'

x
X
4
27
-
-§365.

i

O?
: '7
T
M. RIX HARRIS TRUSTEE `
Z O

f
I

T Do 3w M 310

ry`' AX o9 FOR.ERLY l
1
ar +3 uvsct Emtfs x w'? M. RIX H4RRIS Po5 TRUSTEE
`

,? Ar

, --- GO
O
f !! 09 I PC 310
? f '
7 /

'

r/ ?,
y? g F 70 IA1LgE ESTATES
for
Z `
n?

m
`' `
CHECK

od DAM

<

! ?` ` • ?` Z

-0 GRAPHIC SCALE
-m 3
v
1 f
( ?? CON$TRUCTIGN
ENTRANCE o
ZC?ip
I
ELM

1'-40
g{ (?I FM
1 f0dh . 40 N.
. . .
. . . .
. . . . . .
. . . . . .
. . . . . .
.
. . . .
. . . . . .
. . . . .
. . .
. . . .
I
DO
. n
N 'n

342
. . .
. . .
. . n
7820„. u
n? mr
n+1;F
342

. . .
. . .
. . .
.
. .
. . .
. .
. . .
. . .
. . . . .
. . . . .
. . .
=o.
?>
_
. . . . . . . . . . . . . . . . . . . . p.m .
5 ».
2 6E= . . . . . .
.

. . .

. . .

. . .

. . FlI
.
+ 1 E
W=? .

. . .

. . .

. .

. ±

. . zz

. . .

??-
---
. . . . . . . . . . . . . . . . . . . . . . . . . . X>.> . . . . . .
. . . . . . . . . . . . . . . . . . . . 334
334

.
. . .
. .
. . .
. . .
. . .
. . .
. . .
. . .
.
.
hm
ti I
.
N
. . .

. un
783
.i?.
N
F.
R °•

Fl. .

781

Z? .. ... ... .. .

m
f
Z.
W

r
I
nI
-
Z=.
/
.?
I.
I.

.
12
. D

326 . . . +1 j. + I.r . T. 4 .0 P 326
+ 1 > >.> . iT 19 0. . . . . . .40 LF-16' STEE - CASING. .
w= &: .
:3 ?= i? PIP BORED AN ) JACKED . . . . . . . 1
. . . . . . . . . . . . . 272.06 LF

. 8•

/ 9

0' 1NG

--.-- -

_ . .
316
318 `
1
- et >
.
. 0 .805 .9 DI. . . . . . . . . . . . . . . .
86.78 1 6. . . . . . . . . . . .
- - - -----------

M. 0 . ------- ---
Ln'

...

...

..

.

...

...

...

...

...

..

...

...
. 11 LF O SOx . . . . . . . . . . . . . . . . . . . PR . . . . . . . . . . . .
. . . . . . . . . . . 1'-4.1IX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

310 . . . . . . .
x-40' NOR. 310

m
m
`n

n
o
ti
?
o

n
?
m
n
n
n
n
Fl
P

m
n
?
to
n
n
O
n
tI.
n

m

n
m
O

n

O M

n
o

Fl
n
N
Fl
Fl
m
Fl

Fl

Fl

n
o
h
m
M

ro

Fl

A
48+00 48+80 49+60 50+40 51+20 52+00 52+80 53+60 54+40 55+20 56+00 +80 58 +40 59+20 fi0-00
PWAEO M THE OFFICE OF CLffNT•
TILITIES J tt qN 1,11 It, 12-19-02 PROJECT:
dEPARTMENT OF PUBLIC U
- Kimle -Horn
y NORTH CAROLIN
OF RALEIGH
CIT US 401 SOUTH TRUNK
,
Y 4?
x78... ca-... u.rt.. ox.-er: ce"ma c
I
d A
i TITLE: ??? 2014 -
? -JC SEWER MAIN
This d-t. t,,,.thcr ,gym m. concept, and dniig , pc m- h-. o an nstns:nmt f sma, a mdM al, f" the specific W?pase and 6- W
?Kh it .pxpc Aas..fand:m tr daa< d--t.u..t.it-atha,af?nd,dntltimd,K.1tyn«nandAs>.-ot. n an
ssoc
a nc.
tes
PLAN AND PROFILE •
- 8
?
mm ee .mat r ery m aM.y-- ..it A--tn. me PO BOX 33088 - RN.SEIt NOMH CAROLM 2763&'M
(99) 677-2060
F
STA 48+00 TO 60+00 um It h? a in u0`5
„1 ? ? "loan K
JcF FG ""WtidumNusmtWm?
k ,®.wxa.
201063027 ?" 8
14
t -1.,-H .m ..d Av. d..; h Iml ATD
PHCXE (ON) en-2DO0 g ,E 9, ,?E m
O
O
3
O
U
/
N
3
r
N
O
n
0
a
i
NOW OR FORMERLY Z
N. REX HARRIS TRUSTEE NOW OR FORMERLY
GEORGE * CAROLYN ARMSTRONG
DS 5950 PG 305 DS 8833 PG 2771
' M6 2001 Pc ut
-
166 LF
10-SILT FENCE I ' i > 1 FQ

\
?

f ,
Z
10
N

4
\ \ \
111
\ ?]
FF t
m +
Ly+? C
` rO
U
?? _,I v1 ` v 62tp0?? 63+00 64+00 b 65+00
o° 66+00 67+00 68+00 i 69+00 70+00 w
ZN _ Y
?O

-
ir
l ` te-„r¢--?,u -
- •,?
? pe'
`
?
'ty
m
.w f
Iii
? , .. FlLTER
' \ \
\
m
'
r ?
._
\
\
\ \
?
??
; `
& 12
' -
'
t
Z y
l
i
, ?,,
7 4tl t W
4 ER 5
385.08
$
_
5 77
R . \
sea .
\ \-
' - 4fio-00
Sp I
t
1 v u)

CID?
1I
`
``
\
\
`

z
- >
_
- _ , .?- ?\ y TOP OF RANK ,
?
'•_ `
_ .,
? N
STONE
FILTER
Dy
m'r
0

968

V CHECK
PROPOSED 8'
SANITARY SEWER DAM 632 LF a..
STONE
SILT FENCE FILTER
Z+
c) RIP RAP ,Kr
c
0 6 411 LF
y
O
Z TEMPORARY
STREAM CROSSING SILT FENCE
SEE DETAIL 211
t

GRAPHIC SCALE
ELAN

0

m
(arm)
l Ivch ? 40 ri
m
. n 'f
T
./
. . . . . . . . . . . . . . . . . . . . . . . . . . . . Zm o. . . . . . . . . . . . . . . . nmN. /
358 < 358 362 nryn 382
. . . . . . . . . Zm / ?1

.
2>>

350 mmd ? . . . . . . . . . ./ . /. .350 374.

-wa

374

. n"
n EIOGTNG GRA
SANTA DE ALONG
SEVER
. . .
. . .
. . .
.
.

.
.
. .
. . .
. . .
. .
+?, . . .
. .
. . .
. . .
. d? +. .

342 .
. . . . . . . . . . . . .

. 342

366.

'

- /
/

366
----- T

...
... . . . . . . . . . . . . . + . . . .
/
. .. .. .. . .. ... ... .. +. .. /
. .. ... ... ... ...
188 $F . /
/

334 RE
IKV IREO STREAM
TOtvAnG,l .) .
3?4 .
5B 358

.
...
... ...
... ...
... ...
... .
. ..
.. ...
... ...
.
. . . . G IP. . . . . . . . . . . . . . . . . . . . . . . . .
?
? . + . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1'-4
'?F
R, .
326 -40' NOR 326 350 350
n

n
n n
n
n
n
n n
n
n -
n
n -
n
n o
n
n n
?
n m
r
n ?
?
n -
r
n m
r
n
?
n o
?
n m
Y
n o
N
n n
n
n
¢i
n ?
..
A n
?
n o n
n
M n
ai
n
n
n ?
n
n ?
ri
YI
n
n m
ro
A
c
A
n
n
60+00 60+80 61+60 62+40 63+20 64+00 54+80 65+60 66+40 67+20 68+00 66+80. N F 70+ 40 71+20 72+00
PREPARED IN THE OFFICE OR CLIENDEPARTMENT OF PUBLIC UTILITIES ?? "° 'z-'µ-°2 PROJECT.
Kimle
-Horn
y CITY OF RALEIGH
NORTH CAROLINA .
a _ US 401 SOUTH TRUNK
" , =
:
SFk
n?-d,d miy M ffi? w-fig
;w;a- and 11? a
N it .a, p quad RN- of e d mP,wR ,??u m dw?Mt .,scut -t,m a N?,ot,? and odm otiw e, Km,r1a, and Associates Inc,

) „TLE:

PLAN AND PROFILE
149.
20

-
SE
WER MAIN
-I d, .anon nueny m Kmroraum and A--- Ill. P.O. BOX 33088 - FIALEIOFI NOFTIH CAROLNA 27836-3008 CINEE: I
.....
j
?`
'

CwYiMt Ki6l- Cm ?d M-cta, Inc.. 2002
PHONE: [phone] PAX: (99) On-2050
STA 60+00 TO 72+00 N
? n, E
gu ARu,?,A?°
?T a 1n,,,,,,```
? ."FG A.
U m .
011063627 I ra ?
a 14
ENR-ENVIRONMENTAL MANAGEMENT COMMISSION T15A: 01C.0100-.0500
(2) Standard maintenance or repair activities as needed to maintain the originally defined function of an
existing project or facility (but without expansion, increase in quantity, decrease in quality/use, or release
of hazardous waste) including but not limited to the following:
(a) Routine repairs and housekeeping projects which maintain a facility's original condition and
physical features, including re-roofing and minor alterations where in-kind materials and
techniques are used. This also encompasses structures 50 years of age and older and for which
no separate law, rule, or regulation dictates a formal review and approval process.
(b) Roads, bridges, parking lots, and their related facilities.
(c) Utilities on their existing rights-of-way.
(d) Surface drainage systems, including modifications which reduce the discharge of freshwater or
otherwise mitigate existing negative environmental effects.
(e) Boat ramps, docks, piers, bulkheads, and associated facilities.
(f) Diked, highground dredge-material disposal areas.
(g) Activities necessary to fulfill the existing requirements of in-effect permits for the protection of
the environment and human health.
(h) Other maintenance and repair activities on projects which are consistent with previously approved
environmental documents. .
(i) Routine grounds maintenance and landscaping, such as sidewalks, trails, walls, gates, and related
facilities, including outdoor exhibits.
(3) Minor construction activities, (except that conditions may cause exceptions to these thresholds per Rule
.0503 of this Section) including but not limited to the following:
(a) Wastewater treatment systems such as the following:
(i) Relocation of discharge points within the same river basin;
(ii) New discharge facility of less than 500,000 gallons per day and producing an instream
waste concentration of less than 33 percent during the 7-day 10-year low flow
conditions;
(iii) Expansion of an existing discharge facility of less than 500,000 gallons per day addition
flow;
(iv) New wastewater spray irrigation, rotary distribution, or subsurface waste water systems
with a final capacity not exceeding 100,000 gallons per day;
(v) New individual land application sites for residuals utilization with less than 200 total
acres of application area per site or expansions under existing permits of less than 200
additional acres of application area per site, where less than 10 percent of the total land
application area is converted from a non-plantation forested area;
(vi) Sewer extensions with either, less than three miles of new lines or a design flow less than
1,000,000 gallons per day; and
(vii) New individual pump stations with a design flow less than 1,000,000 gallons per day or
expansions of existing pump stations with less than 1,000,000 gallons per day additional
flow.
(b) Potable water systems such as the following:
(i) Construction of new wells for water supply purposes;
(ii) Improvements to water treatment plants that involve less than 1,000,000 gallons per day
added capacity and design withdrawal less than one-fifth of the 7-day, 10-year low flow
of the contributing stream;
(iii) Improvements not intended to add capacity to the facility;
(iv) Installation of water lines in proposed or existing rights-of-way for streets or utilities, or
new water lines less than five miles in length; and
(v) Construction of water tanks, or booster pumping or re-chlorination pump stations.
(c) Groundwater withdrawals of less than 1,000,000 gallons per day where such withdrawals are not
expected to cause a significant alteration in established land use patterns, or degradation of
groundwater or surface water quality.
(d) Solid waste disposal activities such as the following:
(i) Construction of solid waste management facilities, other than landfills exempt pursuant
to NCGS 130A-294 (a) (4), which store, treat, process incinerate, or dispose of less than
350 tons per day (averaged over one year) of solid waste;
NORTH CAROLINA ADMINISTRATIVE CODE Effective February 4, 2000 Page 7 of 11