20050374 Ver 1_Complete File_20050224

Triage Check List
Date: /y/es Proje6t Name: C?Lev--'t i?? 11 r Goy ???,?r
DWQ#: or v 7y
County: w? KP
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
® RRO Mike Horan
From: L e vii , H Hh
Telephone : (919) 7 i s- 3'17
The file attached is being forwarded to dour for your evaluation.
Please call if you need asst}stance.
1
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
r<< rcr„ r.,., •
(l Are the stream and or wetland rrgatisn sites available and viable?
® Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

'ECOS ei
FEB
2 4 200'
MEMORANDUM:
TO: Cyndi Karoly
FROM: Jeff Jurek
?Fti?R
ty
i'?A'i?STOER?Q "{ e i
Cat
SUBJECT: Permit Application- UT to Perry Creek (Cheviot Hills Golf Course)
DATE: February 24, 2005
Attached for your review are 2 restoration plans (1 sent to Raleigh Regional Office) for UT to
Perry Creek stream restoration project in Wake County. Please feel free to call me with any
questions regarding this plan (715-1157).
Thank you very much for your assistance.
Attachment: Restoration Plan (2 originals)
North Carolina Ecosystem Enhancement Program, 1652 Flail Service Center, Raleigh, NC 27699-1652 l 919-715-0176 / ?r ;v.ncee?.net

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FEB 2 4 2005
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://w-kN,Nv.saw.usace.arniy.niiI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://w-w-w.saw.usace.annv.mil/wetlands/reatour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full test of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application).
Pa.ge 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.us,ice.armv.niiI/wetlands/mvpfin,ilFedRe?.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.elinr.state.nc.us/ncwetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 143 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NC`VRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 12
FEB
f;i7n? .- VATPR.,,.
_.-?rvrUSl'Ot??nSi ugLlly
Office Use Only: '?CNForm Version October 2001
USACE Action ID No. D`VQ 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
1. Check all of the approval(s) requested for this project:
N Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Ecosystem Enhancement Program
Mailing Address: 1652 Mail Service Center
Raleigh, NC 27699-1619
Telephone Number: 919-715-1157 Fax Number: 919-715-2219
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
2 2005
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: Unnamed Tributary to Perry Creek (Cheviot Hills Golf Course)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): _
4. Location
County: }"fake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
0.5 miles north of the I-540 interchange with Capital Boulevard (see attached figure)
5. Site coordinates, if available (UTM or Lat/Long):
(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:
Golf Course
7. Property size (acres): 4.8 acres (area of conservation easement that includes the
construction and the ecological buffer of 50 feet on each side of the stream).
8. Nearest body of water (stream/river/sound/ocean/lake): Perry Creek
9. River Basin: Neuse Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at llttp://h2o.enr.state.nc.us/adniin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Stream restoration Project involving
nnod fncations to its dimensions, pattern and profile.
11. List the type of equipment to be used to construct the project: Track Hoes, loaders
12. Describe the land use in the vicinity of this project: Residential
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
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
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***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.<gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0. 0 acres
Total area of wetland impact proposed: 0.0 acres
2. Stream Impacts, including all intermittent and perennial streams: None
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 )

* 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.zov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.corn,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0.0 LF
Page 8 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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.
The proiect involves a stream restoration effort to stabilize the stream banks and re-establish the
active floodplain. Other than grading and some excavation for the purpose of restoration there
are not neeative 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://ii2o.cnr.state.nc.us/ncwetIands/strmaide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Please see figure attached with the PCN application. Please note that there are no
impact associated with this project since it involves stream restoration.
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 http://h2o.enr.state.nc.iis/?vrp/index.htin. 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):
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 0 3 0
2 0 1.5 0
Total 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 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 .0212 or .0260.
XI.
XII.
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.
Not applicable to this project
Sewage Disposal (D`VQ 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.
Not applicable to this project
XIII. Violations (D`VQ 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).
2 - zy- as-
Applicant/Agent's Sithd ture Date
(Agent's signature is only if an authorization letter from the applicant is provided.)
Page 12 of 12

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Prepared For:
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Date Figure
1'.CUS 'Steill 2i7i05 2

Executive Summary of Restoration Plan
Unnamed Tributary to
Perry Creek (Cheviot Mills
Golf Course)
Wake County, North Carolina
Project ID No. 040607701
Prepared for:
NCDENR-Ecosystem Enhancement Program
Raleigh, North Carolina .
February 2005
©Kimley-Hom and Associatcs, Inc. 2005
Kimley-Horn
and Associates, Inc.
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Executive Summary of Restoration Plan
Unnamed Tributary-to Perry Creek
Cheviot Hills Golf Course
Wake County, North Carolina
Project ID No. 040607701
Prepared for:
NCDENR - Ecosystem Enhancement Program
Raleigh, North Carolina
Prepared by:
Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, North Carolina 27513
February 2005
Contents
1.0 Introduction ............................................................................................................................... 4
2.0 Goals and Objectives ................................................................................................................ 4
3.0 Site Identification and Location ................................................................................................ 5
3.1 Site Location ......................................................................................................................... 5
3.2 Watershed Classification ...................................................................................................... 5
3.3 Surface Waters Classification ............:.................................................................................. 5
4.0 Watershed ................................................................................................................................. 5
4.1 Watershed Drainage .............................................................................................................. 5
4.1.1 Existing Land Use/Land Cover ..................................................................................... 6
4.1.2 Future Land Use/Land Cover ........................................................................................ 7
5.0 Existing Conditions ................................................................................................................... 7
5.1 Existing Hydrological Features ............................................................................................. 7
5.1.1 Streams ..........................................................................................................................7
5.1.2 FEMA ........................................................................................................................... 8
5.1.3 Wetlands .........................................................................................................:............. 8
5.2 Soils .......................................................................................................................................8
5.3 Riparian Plant Communities ................................................................................................. 9
5.4 Threatened and Endangered Species .................................................................................... 9
5.5 Stream Geomorphology ...................................................................................................... 10
6.0 Stream Reference for Restoration Studies .............................................................................. 11
6.1 Stream Restoration Studies ................................................................................................. 11
6.1.1 Reference Streams ...................................................................................................... 11
7.0 Restoration Plan ...................................................................................................................... 12
7.1 Stream Restoration .............................................................................................................. 12
7.1.1 Bankfull Verification .................................................................................................. 13
7.1.2 Dimension ...................................................................................................................13
7.1.3 Pattern ......................................................................................................................... 13
7.1.4 Bedform ...................................................................................................................... 14
7.1.5 Structures .................................................................................................................... 14
7.1.6 Sediment Transport ..................................................................................................... 14
7.1.7 Hydrological and Hydraulic Modeling ....................................................................... 16
7.2 Wetland Restoration ............................................................................................................ 16
8.0 Typical Drawings (See Attached Restoration Plan) ............................................................... 16
9.0 Stream Riparian Planting Plan ................................................................................................ 17
9.1 Planting Procedure .............................................................................................................. 17
9.2 Vegetation List .................................................................................................................... 17
9.3 Riparian Buffer ................................................................................................................... 18
10.0 Stream Monitoring Plan .......................................................................................................... 18
10.1 Reference Photographs ....................................................................................................... 18
10.2 Visual Inspection of Channel Stability ............................................................................... 18
10.3 Plant Survival Analysis ....................................................................................................... 19
10.4 Geomorphic Assessment ..................................................................................................... 19
11.0 Stream Success Criteria .......................................................................................................... 19
11.1 Reference Photographs ....................................................................................................... 19
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11.2 Visual Inspection of Channel Stability ............................................................................... 19
11.3 Plant Survival Analysis ....................................................................................................... 20
11.4 Geomorphic Assessment ..................................................................................................... 20
12.0 References ...............................................................................................................................21
Tables
Table 1 Drainage Areas
Table 2 Species of Concern - Wake County
Table 3 Summary of Existing Cross Sectional Data
Table 4 Bankfull Stream Power from Hydraulic Model Calculations
Table 5 Peak Discharges
Table 6 Proposed Panting List
Figures
Figure 1 Vicinity Map
Figure 2 Quad Map (USGS Quad Grays Chapel, North Carolina 1974)
Figure 3A Soils Maps
Figure 3B USDA Wake County Soil Survey
Figure 4 Watershed Topo (USGS Quad Grays Chapel 1974)
Figure 5 Watershed Land Use Aerial
Figure 6 North Carolina Rural Piedmont Regional Curve
Figure 7 Local Watershed Curve
Appendices
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Appendix G
Existing Conditions Data
Correspondences
Wetland Delineation Forms
Morphology Characteristics
Site Photos ,
Stream Power
Mallinckrodt, Inc. Documentation
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1.0 Introduction
The UT to Perry Creek Stream Restoration project is located in Wake County, North
Carolina approximately 0.5 miles north of the I-540 interchange with Capital Boulevard
(Figure 1). The project area includes the UT to Perry Creek and two unnamed tributaries
located on the Cheviot Hills Golf Course (Restoration Plan Sheet, 3A). For the purpose of
this report, the main stem of the UT to Perry Creek will be referred to as Cheviot Creek. The
side tributaries will be called the Northwest, Northeast, and South Tributaries, respectively.
The project will include the restoration of approximately 2,900 feet of Cheviot Creek, 280
feet of the Northwest Tributary, 170 feet of the Northeast Tributary, and 1,500 feet of
preservation along the South Tributary.
The project reach of Cheviot Creek was identified as a potential stream restoration
opportunity by the North Carolina Department of Environment and Natural Resources
(NCDENR) Ecosystem Enhancement Program (EEP) based on an evaluation by EEP staff
and a feasibility study completed for the site on January 28, 2004.
Kimley-Horn and Associates, Inc. (KHA) was retained to provide planning, design,
construction observation, and post-construction documentation services for Cheviot Creek
and its tributaries on the Cheviot Hills Golf Course. This document summarizes the
background investigation, constraints analysis, fieldwork, property owner input, and
methodologies used in preparing the design.
2.0 Goals and Objectives
The objective of this project is to design adjustments to the stream reaches that will increase
their long-term stability and create a more functional riparian ecological community. The
design will adjust the stream's geomorphic dimensions, patterns, and profiles. The proposed
changes will reflect the reference reaches' stable conditions and their current geomorphic
conditions. Additionally, vegetated buffers that match proximal natural ecological
communities found in similar physiographic and climatic regions will be planted. The reach
will be designed to maximize natural design and natural parameters, and to account for
physical constraints within the project area.
In all applicable areas, the plan proposes to re-establish an active floodplain to match the
existing channel elevation and stabilize the stream banks. This will decrease stream bank
erosion, establish an active floodplain, reduce channel stress during floods, improve aquatic
habitat, and reduce fine sediment.
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• 3.0 Site Identification and Location
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• 3.1 Site Location
• The UT to Perry Creek Stream Restoration project is located in Raleigh, Wake County, North
• Carolina in the Neuse River Basin (Subbasin 03-04-02) (HUC 03020201) approximately 0.5
• miles north of the I-540 interchange with Capital Boulevard (Figure 1). The project area
• includes the UT to Perry Creek (C, NSW) referred to as Cheviot Creek in this report and
three unnamed tributaries located on the north side of Cheviot Creek (Restoration Plan Sheet
• 3A, Figures 2 and 3B).
• Restoration Plan Sheets S1-S7 show the location of the stream in relation to roads and
• existing structures/utilities within the study area.
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3.2 Watershed Classification
• The project watershed (Figure 4), with its outlet point located at the downstream terminus of
• the project stream, lies in the northern central portion of the NCDENR-Division of Water
Quality (DWQ) Neuse River Subbasin 03-04-02 and the central western portion of United
States Geological Service (USGS) 8-digit Cataloging Unit # 03020201 that makes up a
. portion of the Upper Neuse River Basin. This watershed is subject to the Neuse Buffer Rules
(15A NCAC .0233).
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3.3 Surface Waters Classification
• All project streams flow into Perry Creek, designated as Class C, NSW (Nutrient Sensitive
® Waters). DWQ Class C waters are protected for secondary recreation, fishing, wildlife, fish
• and aquatic life propagation and survival, agriculture, and other uses suitable for Class C.
There are no restrictions on watershed development or types of discharges. The Nutrient
• Sensitive Waters classification is intended for waters needing additional nutrient
• management due to their being subject to excessive growth of microscopic or macroscopic
• vegetation. In general, management strategies for point and nonpoint source pollution
control require control of nutrients (nitrogen and/or phosphorus usually) such that excessive
• growths of vegetation are reduced or prevented and there is no increase in nutrients over
• target levels. Management strategies are site-specific
• (http://h2o.enr.state.nc.us/csu/swc.html).
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• 4.0 Watershed
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• 4.1 Watershed Drainage
• The headwaters of Cheviot Creek originate approximately 2.4 miles upstream of the northern
property boundary, near Falls of the Neuse Road. Cheviot Creek discharges into Perry Creek
• approximately 1.2 miles downstream of the property boundary (downstream of Capital
. Boulevard). The drainage area for the downstream most point of Cheviot Creek within the
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project area is approximately 3.0 square miles. Most of the headwaters, 70%, within the
watershed is single family housing. Most of the housing is on 0.25-acre lots. Approximately
30% of the watershed is contained in the Durant Nature Park, which is forested. Durant
Nature Park has a lake online with Cheviot Creek. This lake provides very little retention
since its primary outlet is a 35-foot spillway. Cheviot Creek is located in the Northern Outer
Piedmont Ecoregion.
An increase in development within the watershed is expected. The Nature Park takes up
approximately 30% of the watershed and the remaining area is approximately 70% built out.
Drainage areas of the upstream and downstream ends of the project, as well as on-site
tributaries, are shown in Table 1. Restoration Plan Sheets S1-S7 and Figure 3B best show
the approximate location of the tributaries. Figure 5 shows the land use and land cover of the
watershed.
Table 1
Drainage Areas
Reach . Drainage Area. s . mi.
Cheviot Creek (upstream end of project at CSX Railroad) 2.62
Cheviot Creek downstream end of project at Capital Boulevard 2.98
Northwest Tributary to Cheviot Creek 0.08
Northeast Tributary to Cheviot Creek 0.05
South Tributary to Cheviot Creek 0.10
4.1.1 Existing Land Use/Land Cover
Most of the headwaters, 70%, within the watershed are developed mostly with-single family
housing on 0.25-acre lots. A smaller portion of the developed area is commercial/industrial.
Approximately 30% of the watershed is contained in the Durant Nature Park, which is
forested. Durant Nature Park has a lake online with Cheviot Creek. This lake provides very
little retention since its primary outlet is a 35-foot spillway.
Also, a review of potential hazardous materials (e.g., leaking underground storage tanks,
solid waste facilities, etc.) performed by Environmental Data Resources (EDR) on December
3, 2003 showed five incidents involving hazardous materials near the site and within the
search radius of 1.0 mile. These incidences are described in the Feasibility Report for this
project.
In addition to the sites identified in the EDR search, Mallinckrodt Inc. recently installed
testing wells adjacent to the channel (south side of channel) directly upstream of Capital
Boulevard (US 1). These wells were installed to monitor a plume of groundwater
contamination caused by Mallinckrodt. Mallinckrodt is located approximately 0.25 miles
north of Cheviot Creek. Tim Sullivan, with Poyner & Spruill LLP, was contacted to
determine if the contamination plume will have any effect on the proposed stream restoration
project. Mr. Sullivan stated that the low levels of contamination along with the depth of the
plume will not likely affect the project restoration components (streams, BMP/wetland, or
tributaries). Mr. Sullivan also stated that based on agreements between Mallinckrodt and
Cheviot Hills (Appendix G), any additional testing, treatment of soil, or other additional
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• costs (related to the proposed stream restoration) resulting from the contamination plume will
• be the responsibility of Mallinckrodt, Inc.
• Mallinckrodt, Inc. is currently in the process of delineating the extent of the contamination
• plume. The plume originated 0.25 miles north of the site and extends to the creek. Cheviot
Creek is currently believed to be the natural boundary of the plume. Test results from the
• monitoring wells placed south of the channel have shown no exceedances in contaminant
• levels as a result of the plume. A copy of the letter sent to the owner of Cheviot Hills Golf
• Course (Mr. Edwards) from Mallinckrodt, Inc. is included in Appendix G. This letter
summarizes the results of groundwater and surface water sampling performed at Cheviot
• Hills Golf Course.
• At this point it is not anticipated that special disposal methods will be required. According to
• the monitoring data, levels of contamination are low in the area of question. Also a minimal
• amount of excavation will be required from the area where the plume is located. In the case
• that a problem does arise with contamination levels in the excavated soil, Mallinckrodt, Inc.
has stated that it will be responsible for any measures that the state requires as a result of the
• contamination plume. Documentation of this agreement between Mallinckrodt, Inc. and.the
• owner of Cheviot Hills Golf Course is included in Appendix G.
• 4.1.2 Future Land Use/Land Cover
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There are only a few currently undeveloped parcels in the project watershed. Currently, they
• are zoned IND-1. These parcels are adjacent to the golf course area. It is anticipated that any
• development in these areas would have a relatively high impervious cover. However, all of
• these parcels are in the City of Raleigh's jurisdiction. As such, the developer would be
• required to maintain a predevelopment discharge rate for the 2- and 10-year 24-hour storm
event at a minimum. It also is likely that nitrogen-reducing BMPs would have to be
• constructed to limit the nitrogen loading rate to 10 lbs/ac/year, maximum. Since there would
• be stormwater controls implemented by Raleigh and the undeveloped areas are only a small
• percentage of the entire watershed, it is anticipated that the future development would have
limited impact on the project watershed.
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• 5.0 Existing Conditions
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• 5.1 Existing Hydrological Features
• 5.1.1 Streams
• Restoration Plan Sheets S1-S7 show existing conditions within the project area. KHA
• evaluated Cheviot Creek and its four tributaries, as identified for restoration by EEP (Figure
• 2). All project reaches are located on the golf course. All of the main channels of Cheviot
• Creek, as well as all four tributaries, were evaluated for restoration opportunities. One valley
type exists within the project area. The valley is typically broad with 0.7% to 1.5% slopes
• along the main channel. The average stream bed slope is 0.003 ft./ft. One stream type is
• dominant throughout the reaches proposed for restoration. Most reaches are incised E5
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channels. In some locations, the channel is very close to a G5 channel classification. The
stream is bordered by fairways, sand traps, and greens along much of the project reach.
Grassed buffer or buffers with sparse woody vegetation exist along most of the main stem
channel lengths. The side tributaries are similarly vegetated with some reaches that are
currently piped or impounded.
5.1.2 FEMA
Currently available Flood Insurance Rate Maps (FIRM) produced by the Federal Emergency
Management Agency (FEMA) show the project area is not mapped and has no zone
designation. Therefore, no base flood elevations have been established for this reach of the
main channel. Improvements to Cheviot Creek consist of excavating a lower floodplain
adjacent to the channel, which should result in lowering the flood-prone elevations as
opposed to increasing the elevations. Therefore, there is no anticipated need for a LOMR or
CLOMR.
5.1.3 Wetlands
An approximately 0.06-acre wetland lies within the project area (Restoration Plan Sheet S3).
The wetland appears to be the result of a pond that was abandoned several years ago. The
pond was fed by the creek and provided irrigation for the golf course. The pond was drained
when other sources of irrigation were found.
Another low lying area that collects stormwater runoff from the fairway of Hole #2 and
Capital Boulevard will be the location of a stormwater BMP/wetland (Restoration Plan Sheet
6). This area is located adjacent to Capital Boulevard on the South side of the main channel.
The stormwater wetland is not intended to be a jurisdictional feature; to be used for wetland
mitigation. However, it is a stormwater management BMP that could possibly provide some
stream restoration credit or possibly serve as a project for nitrogen offset credits. The created
stormwater wetland will be designed as an extended detention wetland according to latest
version of the NCDENR Stormwater Best Management Practices Manual.
5.2 Soils
Cheviot Creek is located in the Northern Outer Piedmont Ecoregion. Based on the North
Carolina Soil Survey (Wake ' County, 1970), the soils at the site are mapped mostly as
Chewacla. There also may be some small portions of the project that will be located in
Wedowee sandy loam soils. The following is a description of the individual soil types
mapped within the project area.
¦ Chewacla (Cm): 0-2% slopes. The Chewacla series consists of nearly level,
somewhat poorly drained soils on the floodplains of most of the streams in the
County.
¦ WmE-Wedowee sandy loam (WmE): In general, Wedowee soils are deep and well-
drained and found on gently sloping to moderately sloping uplands. Permeability is
moderate, the available water capacity is medium, the shrink-:well potential is
moderate, and surface runoff is medium to very rapid where there are steep slopes.
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This soil (WmE) is a slightly to moderately eroded soil on narrow side slopes
bordering major drainageways in the uplands. Infiltration is good and surface runoff
is very rapid, which makes the soil very susceptible to further erosion.
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See Figures 3A and 3B for soil mapping.
Soil samples were taken and testing was completed to determine the suitability of the soil for
plantings. As samples were collected, soil characteristics such as cohesiveness were noted
for design purposes. The majority of samples taken at proposed floodplain elevations were
sandy soils. Since the majority of soils collected were sandy, the side slopes are proposed to
be constructed at 3:1 for stability purposes.
5.3 Riparian Plant Communities
The main channel has a thin woody riparian buffer along the lower reach made up of a few
mature hardwoods with no understory and its width varies from 0 to 10 feet in most
locations. The remaining buffer is maintained grass. There are a few locations on the site
where a natural buffer has been left along the stream.
In areas where marginal, continuous woody buffers exist, they are typically only one tree-
width with species such as River Birch. Much of the buffer is either in rough or fairway,
which is mostly Bermuda grass.
5.4 Threatened and Endangered Species
The investigator conducted a search of the US Fish and Wildlife Service web site
(endangered.fws.gov) and the North Carolina Natural Heritage Program web site
(www.ncsparks.net/nhp/search.htmi) to identify federally protected species within Wake
County. Based on the searches, no federally threatened and endangered species occur within
the project USGS Quadrangle, Wake Forest.
Federal species of concern and state listed species in the Wake Forest Quad, Wake County
are listed in the following table.
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Table 2
Federal Species of Concern and State Listed Species for Wake Forest Quad
Wake County, North Carolina
Federal State Habitat Habitat
Scientific Name Common Name Status Status ` Requirements Available :
Roosts in buildings,
Myotis Southeastern FSC SO
SC hollow trees; forages Potentially
austroriparius Myotis near water
Hemidactylium Four-toed
Sc Pools, bogs, and
other wetlands in
Unlikely
scutatum Salamander hardwood forests
Rivers and large

Nectun?s lewisi Neuse River
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SC streams in Neuse and Unlikely
Waterdo
g Tar drainages
Thin woodlands over
Matelea Glade Milkvine -- SR-PH mafic or calcareous Potentially
decipiens rocks
Saxifraga Swamp Saxifrage -- SR-P Bogs, seeps Unlikely
pensylvanica
FSC = Federal Species of Concern
SC = Special Concern
SR= Significantly Rare
-P = Proposed Listing
"= Historic Listing
5.5 Stream Geomorphology
Cheviot Creek was surveyed to determine its typical dimension, pattern, profile, and Rosgen
Level II stream Classification. Bank height ratios (low bank height divided by maximum
bankfull depth) were determined for the surveyed reaches. In the methodology used for this
report, bank height ratios between 1.1 and 1.3 are regarded as "moderately unstable," ratios
between 1.3 and 1.5 as "unstable," and bank height ratios greater than 1.5 are "highly
unstable." This methodology was established by David Rosgen in the paper "A Stream
Channel Stability Assessment Methodology." Table 3 below summarizes the general
geomorphic conditions of Cheviot Creek within the project boundaries. (See Restoration Plan
Sheet 2 for cross section locations.)
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Table 3
Summary of Existing Cross Sections
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Cross Area
Width
Width/Depth
Entrenchment
Bank Ht.
Stream
Reach Section (BKF)
z (ft) Ratio Ratio Ratio ;Type
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Main XS1 33.4 13.6 5.5 2.6 1.9 E5 -> G5
Main XS2 24.2 14.3 8.4 3.2 1.6 Incised E5
Cross sections were taken at two typical reaches along the creek. Cross section one shows a
typical reach with some mature trees acting as a partial buffer. Cross section two shows a
typical section along a reach with no buffer at all. The channel is entrenched or incised for
most of the project length. Detailed morphological survey data for both cross sections is
reported in Appendix D.
Cross section one, taken approximately 300 feet upstream of Capital Boulevard, classifies as
an incised Rosgen Type E channel, but is transitioning to a Type G channel. A bank height
ratio of 1.9 for this reach shows that the channel is significantly incised and almost
entrenched. The channel has very little pattern and very few riffle/pool sequence features.
As a result of this high bank height ratio, the banks in this reach are subject to high shear
stress during bankfull and larger events. This reach is bordered by mature trees, which have
helped to hold the banks, but those trees are now being undercut by the entrenched channel.
This undercutting will result in the loss of the mature trees (this is already occurring) and
continued erosion of the channel banks until it reaches its proper width/depth and
entrenchment ratios. The bed material at this cross section is sand with some gravel.
Cross section two, taken approximately 300 feet downstream of CSX railroad, classifies as
an incised Rosgen Type E channel. This channel has very little pattern and very few
riffle/pool bed form features. This reach has a bank height ratio of 1.6, which indicates
highly unstable banks. This channel is gradually developing a larger width/depth ratio as
evident by banks actively eroding. The stream will likely continue to erode its banks until
reaching its proper width/depth and entrenchment ratios. The bed material at this cross
section also is sand with some gravel.
6.0 Stream Reference for Restoration Studies
6.1 Stream Restoration Studies
6.1.1 Reference Streams
The main channel was investigated upstream and downstream of the project reach for stable
reaches that could serve as references. Several locations were identified upstream and
downstream of the channel that were fairly stable and could be used as references for
dimension. Based on the data gathered from the stable portions of these systems, a local
curve was developed demonstrating the relationship of bankfull cross sectional area versus
drainage area (Figure 6). One reference reach was located further up in the watershed that
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served as a reference reach. A Rosgen Level III geomorphic survey was conducted on this
• reach to serve as a blueprint for restoration design of the project reach of Cheviot Creek. The
reference reach data is contained in Appendix D.
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• 7.0 Restoration Plan
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7.1 Stream Restoration
• The proposed restoration plan for Cheviot Creek is shown in the Restoration Plan sheets
A attached. The restoration plan includes cutting a floodplain bench along Cheviot Creek at the
appropriate bankfull elevation, adding structures to provide a narrow low-flow channel and
to:
• ¦ prevent the channel from widening or downcutting
¦ improve bed form diversity
establish a woody and shrub buffer along the channel
provide pattern adjustment
¦ provide wetland enhancement
• implement a stormwater wetland/BMP feature near Capital Boulevard
• The planted, wooded buffer along the creek is proposed to be typically 30 feet from the top
• of bank on each side of the channel except for reaches with existing uses such as fairways,
cart path crossings, greens, and tees. The conservation easement is proposed to be +/- 50 feet
• from each top of bank (Restoration Plan Sheets 3A and 313).
The design of the proposed channel reaches involved utilizing the morphological data from
• the reference reach, piedmont rural regional curves, regime equations, and the existing
channels. Stable reaches of the existing channel were considered in designing the proposed
• channel. These parameters were used in determining the proper dimension, pattern, and
profile of the proposed channels. The morphological data collected has been summarized in
Appendix D.
The main stem of Cheviot Creek will be rehabilitated by providing an active flood plain for
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the stream at a bank/height ratio of approximately 1.0. Additionally, the stream
section will be adjusted to provide bank slopes of 3:1 in an effort to make provision for
• stream bank stability until the deep-rooted vegetation becomes established. A proposed bank
• slope of 3:1 is proposed because soil sampling performed on site shows the majority of soil
• in excavation areas to be sandy soils.
• The stream's longitudinal profile also will be adjusted to provide appropriate riffle/pool
spacing. This bedform diversity is anticipated to provide stream habitat, as well as stability
through energy dissipation. Adjustments to the stream's planform pattern will be provided
• for habitat features such as riffles and pools typically found in Piedmont streams. However,
- adjustments to the stream's pattern will be limited by the fact that one of the goals of the
design is to maintain stream power, as well as to provide for site constraints. The Cheviot
• Creek geomorphic evaluation of existing conditions suggests that existing stream power
• needs to be maintained to help move the sandy bedload through the system. The existing
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stream appears to have excessive sandy substrate input that covers the gravel and cobble.
Much of the stream's bed consists of featureless pools and glides. Decreasing slope would
only serve to exacerbate this issue. So by maintaining the slope, it is anticipated that
sufficient stream power will be maintained to provide naturally stable gravel and cobble
riffles and improved habitat. Decreasing the channel slope by adding stream pattern is not
believed to be necessary for Cheviot Creek's stability, as it is with many Piedmont streams.
The plan also calls for the addition of a stormwater wetland BMP for the purpose of
removing pollutants (nitrogen), as well as provide some discharge peak attenuation.
The Northeast and Northwest tributaries will be restored using appropriate pattern,
dimension, and profile (See Restoration Plan Sheets S1-S7). The Northeast Tributary also
will require day-lighting, a currently culverted portion.
7.1.1 Bankfull Verification
Bankfull dimensions were determined for Cheviot Creek by identifying consistent field
indicators and measuring the cross section. These dimensions also were determined to be
similar (relative to watershed size) to the reference stream on which the design is based.
Additionally, the North Carolina Piedmont Rural Regional Curves (Figure 7) were used to
check bankfull dimensions (width, depth, and cross-sectional area) determined from the
existing condition geomorphic survey. In addition, the regional curves were used as a base to
establish a range of design discharges since no gauge stations are located at the site. A local
curve (Figure 6) showing the relationship between channel dimensions and drainage areas
was developed using data from the reference reach (Section 6.1). The bankfull dimensions
for the design were derived by comparing the regional curves, reference reach data, and
bankfull dimensions of stable reaches of the existing channels, as well as the local curve
mentioned above and in Section 6.1.
7.1.2 Dimension
The channel cross section dimensions for riffles and pools were determined as described
above in Section 7.1.1. Appendix D contains the data used to design the cross sections
shown in the Restoration Plan. One of the goals is to provide a narrow low flow channel to
help establish and maintain a gravel/cobble channel bottom.
7.1.3 Pattern
The design does not call for decreasing the slope (by increasing sinuosity) because the large
amount of sand substrate that passes through the system. Decreasing the slope would reduce
the ability of the stream to move sand through the system and prevent the formation of
gravel/cobble riffles. As such, sinuosity only will be slightly adjusted along Cheviot Creek
as appropriate to address stability and habitat needs (Restoration Plan Sheets S1-S7). The
sinuosity of the Northeast and Northwest tributaries will require more adjustment. Increasing
the sinuosity of the channels will allow the proper pool to pool spacing and riffle locations to
be restored, thus improving aquatic habitat. Increasing the sinuosity will ensure the channel
is restored to the appropriate slope to transport the material coming into the reach so the
channel does not significantly aggrade or degrade.
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7.1.4 Bedform
Restoration of the bedform will be based on the data obtained from the reference reach and
will incorporate the rural piedmont regional curves and regime equations. The bedform of
- the proposed channels will include properly spaced riffle and pool features for the channel
based on reference and regional data. In general, the pools will be located in the outside of
meander bends with riffles located between the pools in the tangent portions of the channel.
Glides and runs will connect the pools and riffles. In-stream structures will be used to
• provide grade control, ensure stable bed features, and maintain the overall design slope (See
Appendix D, Morphology Characteristics).
7.1.5 Structures
In-stream structures will be used to protect stream banks, increase aquatic habitat diversity,
and provide grade control. The types of structures anticipated to be incorporated into the
- restoration project include rock cross vanes, j-hook vanes, root wads, and log vanes
(Restoration Plan Sheets). The use of root-wads will be kept to a minimum and will be only
for the purpose of providing habitat. There will be several wooden or concrete bridges
provided for golf cart crossings. The crossings will be designed to minimize the restriction
of flow.
7.1.6 Sediment Transport
A stable stream channel should be capable of transporting its sediment load without
aggrading or degrading. Currently, Cheviot Creek is functioning as a sand bed system. This
is likely as result of bank failure and upstream sediment sources. It is anticipated that when
• the onsite stream banks are stabilized that a large source of the sand substrate will be
removed. However, there is still likely to be some amount of sand substrate input from
upstream sources. Based on the conditions in the reference stream and some of the steeper
S riffles in Cheviot Creek, a gravel or cobble bed system should be one of the goals of the
stream rehabilitation. The current sand substrate appears to be a result of excessive
sedimentation and not a function of the substrate source. Also, in general, Piedmont gravel
- and cobble bed, streams typically are considered to have better aquatic life habitat and
function.
The sediment transport analysis assessed the stream power of the existing stream, the
proposed stream, and the reference stream. The assumption is that the existing stream does
• not have adequate stream power overall for gravel or cobble riffles to exist. This is
"
pools/glides that exist for much of the stream length. As
evidenced in the long "featureless
such, it is important to demonstrate that adequate stream power will be maintained to keep
the riffles of the reconstructed stream free of sand. Since the design stream is proposed to be
a gravel/cobble bed stream, it is important to evaluate shear stress to show the design gravel
size can be transported. For many Piedmont streams, aggradation is not as important an issue
. compared to degradation. As such, most stream rehabilitation designs aim to reduce average
shear stress. Based on the existing conditions of Cheviot Creek, it appears that achieving a
. shear stress necessary to maintain gravel or cobble riffles is more of a concern. The upper
reaches of Cheviot Creek within the golf course property do show evidence that gravel or
cobble substrate is present, but it is likely masked by overwhelming amounts of sandy _
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substrate. Therefore, one goal of the stream design is to provide adequate stream power and
shear stress to maintain a course substrate.
Shear stress calculations were used to verify that the design channel would be able to
transport its bedload. The two physical characteristics of the channel design, which affect the
shear stress on the channel bed are the slope of the channel and its hydraulic radius.
i=yRs
Where: v-- shear stress (lb/ft2)
y = specific gravity of water (62.4 lb/ft)
R = hydraulic radius (ft)
s = water surface slope (ft/ft)
The hydraulic radius equals the cross sectional area divided by the wetted perimeter.
R = A/P
Where: R = hydraulic radius
A = cross-sectional area (ftz)
P = wetted perimeter (ft)
Additionally, the stream power of the existing channel is compared with that of the reference
stream and proposed channel.
The stream power calculated here is in units of lbs/(ft-sec) obtained from multiplying the
shear stress by the velocity. Since power is a measure of work over time and work is the
measure of the force applied over a given distance, it is expected that a larger system would
do more work over time. However, since the force applied is over a unit area, then it should
be normalized.
HEC-RAS was used to evaluate stream power in order to compare the existing versus the
proposed channel's ability to transport the sand bed substrate. One of the goals of the stream
restoration design is to provide a stream bed with a gravel or cobble substrate that is
presumed would exist without the excessive sand bed load. Stream power has been used to
evaluate whether or not a stream will be erosive or will aggrade. Unlike most channels in the
urban Piedmont, , Cheviot Creek shows evidence of aggradation, such as long featureless
pool/glide areas. As such, one goal of the design is to maintain or increase stream power to
help move the sand bedload through the system. It is anticipated that amount of bedload will
decrease once the stream banks are stabilized; however, it is anticipated that upstream
sources will still contribute a significant amount of sand. Appendix F includes a spreadsheet
that shows the stream power at various cross sections along the channel for the existing and
proposed conditions. The following table is a comparison of the average stream power for
the existing and proposed channel based on a discharge of approximately 100 to 110 cfs.
Table 4
Bankfull Stream Power from Hydraulic Model
Existing Stream?Power Proposed Stream Power (Ib/ft-
Reach Ib/ft-sec ` sec . :
Cheviot Creek 0.89 0.93
® Kimley-Horn
15 ®S ® and Associates, Inc.
A slight increase in average stream power along with steeper riffles and decreased bedload
from bank stabilization is anticipated to allow the stream to establish a gravel or cobble bed,
at least in riffle areas.
7.1.7 Hydrological and Hydraulic Modeling
The streams located on Cheviot Creek are not FEMA detail studied streams. The
hydrological model was performed using HEC-HMS. The peak flows for the bankfull, 2-,
10-, 25-, and 100-year storms were modeled for the existing conditions. The upstream pond
was not routed based on the outlet structures in the spillway.
Table 5
Peak Discharges HEC-HMS
. Reach '_' Area ac. Areas :mi. 2 r Q cfs 10 r Q cfs 25 r.Q cfs 100 r Q cfs
Railroad Crossing 1677 2.62 530 1100 1500 1900
Capital Boulevard 1907 2.98 590 1200 1600 2100
Additionally, hydraulic modeling was conducted for the existing and proposed channel using
HEC-RAS. HEC-RAS is used to determine water surface elevations along the channel at
various discharge rates. The modeling predicted a slight decrease in surface water elevations
for the proposed conditions.
7.2 Wetland Restoration
There is a small area of approximately 0.06 acres adjacent to the Cheviot Creek consisting of
an abandoned pond that has potential for wetland enhancement. Only plantings are proposed
for this area at this time.
Additionally, there is a non jurisdictional, low-lying area on the southeast side of the project
that will be converted from upland to a stormwater wetland. This wetland will be designed
to function as a stormwater quality BMP. It is anticipated that this would not be allowed as
wetland mitigation credit, but could be used for stream restoration credit or nitrogen offset
credit.
8.0 Typical Drawings (See Attached Restoration Plan)
® Kimley-Horn
16 ® ® 11 and Associates, Inc.
9.0 Stream Riparian Planting Plan
9.1 Planting Procedure
The restored streams will have an average 50-foot conservation easement from each bank.
Of this, the 30 feet closest to the stream will consist of undisturbed woody vegetation as
described below, while the outer 20 feet will be maintained vegetation (mostly high-mowed
rough to serve as a grass filter strip). Since this project is in the Neuse Basin, none of the
easement area will be fertilized. Some areas, such as cart path crossings, fairway crossings
and other existing uses,. will have maintained vegetated buffers across the entire easement
area. A rope fence with signs depicting the riparian buffer/conservation easement will be
constructed in areas where maintenance crews are most likely to mistakenly perform mowing
activities. A similar fence will also be constructed along the sanitary sewer easement to
prevent maintenance crews from disturbing the buffer.
Vegetation planted within the floodplain and along the stream banks provides stability to the
stream channel by reducing scour and runoff erosion. The usual progression of vegetation
growth on cleared riparian habitats begins with pioneer species that provide both stream
stabilization functions and create an environment suitable for latter species common in
mature riparian habitats. The contractor will plant the stream bank with pioneer species that
provide immediate bank stabilization. Species common in mature riparian habitats will be
planted in the floodplain. For the majority of the stream buffers, native canopy tree species
are proposed for the riparian buffers. However, some areas will be planted with native, low-
growing species to accommodate existing uses.
Immediately after construction, the contractor will seed the stream banks and all disturbed
areas with a permanent seed mix. The contractor will plant live stakes and bare roots around
structure installations and the outside of meander bends to provide an area of high density
root mass. Coir fiber matting and live stakes will be used along the entire reach of the
restored channels to provide stabilization until vegetation can be established. The contractor
will plant trees and shrubs using live stakes, bare root, or container stock along the tops of
the channel banks.
The contractor will plant woody vegetation between February and March so that the
vegetation may stabilize during the dormant season and set roots during the spring season.
All streambank vegetation work will be covered by permanent seeding and mulching
specifications, as well as our reforestation specs.
9.2 Vegetation List
The vegetation plan will use reference bottomland hardwood forest found within the region
to develop a list of plants for the planting scheme. Restoration Plan Sheet 4A provides the
proposed planting list.
spri ® Kim'ey-Horn
17 ®®® and Associates, Inc.
9.3 Riparian Buffer
The restored streams will have an average 50-foot conservation easement from each bank.
Of this, the 30 feet closest to the stream will consist of undisturbed woody vegetation as
described below, while the outer 20 feet will be maintained vegetation. Some areas, such as
cart path crossings, fairway crossings, and other existing uses, will have maintained
vegetated buffers across the entire easement area. The contractor will plant the species listed
on Restoration Plan Sheet 4A. In areas of the floodplain where channel restoration does not
remove desirable woody vegetation, the contractor will preserve the desirable woody
vegetation. The desirable woody vegetation will be flagged or fenced off with safety fencing
prior to the beginning of construction. The contractor will plant a minimum of 680 stems per
acre.
10.0 Stream Monitoring Plan
Upon completion of the restoration project, as-built surveys will be conducted to document
the dimension, pattern, and profile of all reaches. Documentation shall be made of any
changes in the dimension, pattern, profile, vegetation plantings, and structures installed, of
the constructed channel from the proposed design.
The monitoring plan shall consist of reference photos, visual inspection of channel and
wetland stability, as well as plant survival analysis. Monitoring should be performed each
year of the required 5-year monitoring period. The restoration success criteria, and required
remediation actions, will be generally based on Appendix Il of the "Stream Mitigation
Guidelines," dated April 2003. A proper monitoring plan at a minimum should include the
tasks outlined below.
The monitoring plan will also include a schedule for inspection and maintenance of the
stormwater wetland.
10.1 Reference Photographs
Photographs will be taken throughout the monitoring period to evaluate vegetative growth
along the stream corridor of the restoration site. Locations of the photograph points will be
established and marked with stakes. A map with notations of the photo reference points will
be generated. This aspect of monitoring will last for five years. Photo-monitoring will
include lateral, as well as longitudinal photographs.
10.2 Visual Inspection of Channel Stability
Visual inspections of the channel stability should be performed on all rehabilitated reaches.
Documentation will be made of any significant changes in the dimension, pattern, or profile
that indicates instability of the channel. Special attention should be given to structures and
any developing erosion that could endanger the structure. Data will be collected at year 1, 3,
and 5 following completion of restoration work.
is ® = ® an y and eAssodates, Inc.
10.3 Plant Survival Analysis
In order to establish vegetation in restoration areas, such as bankfull benches and slopes,
bareroot and containerized vegetation, as well as live stakes will be planted as shown on the
plans or required in the Special Provisions. Plant survival also should be assessed and plants
replaced as necessary.
Survival of vegetation will be . evaluated using tree counts of 10 meter by 10 meter
monitoring plots. Survival of live stakes will be evaluated along the stream corridor of the
restoration site. Bareroot and containerized vegetation, as well as live stake plantings will be
monitored for five years before success or failure is assessed. Vegetation monitoring will be
conducted according to the EEP's Draft Vegetation Monitoring Requirements (September
2004)
10.4 Geomorphic Assessment
Generally geomorphic assessment will follow the Monitoring Level I procedures described in
the Stream Mitigation Guidelines (April 2003). Two permanent riffle and two permanent
pool cross-sections will be established, as shown in the Restoration Plan. Pebble counts also
will be conducted at the cross sections. A longitudinal profile also will be conducted. The.
monitoring will be conducted each year for the 5-year monitoring period.
11.0 Stream Success Criteria
11.1 Reference Photographs
Photographs will be used to quantitatively evaluate channel aggradation or degradation, bank
erosion, success of riparian and wetland vegetation, and effectiveness of erosion control
measures. Longitudinal photos should indicate the absences of developing mid-channel bars
or excessive bed scour in riffles or behind structures. Cross section photos should not
indicate excessive erosion or continuing degradation of the bank over time. A series of
photos over time should indicate successional maturation of riparian and wetland vegetation.
(See Appendix II of Stream Mitigation Guidelines, April 2003)
11.2 Visual Inspection of Channel Stability
Judgments of success or failure of restoration activities using this data will be qualitative.
Changes in the channel dimension that may occur during the monitoring period will be
evaluated to determine if they represent a movement toward a more unstable condition
(down-cutting, deposition, erosion, increase in sands or finer substrate material) or are minor
changes that represent an increase in stability (settling, vegetative changes, decrease in
width/depth ratio). Unstable conditions that require remediation will indicate failure of
restoration activities. (See Appendix II of Stream Mitigation Guidelines, April 2003)
® Kim!ey-Horn
19 LM ® and Associates, Inc.
11.3 Plant Survival Analysis
Success of live stake plantings will require a 70% survival rate based on sample plots. (See
Appendix II of Stream Mitigation Guidelines, April 2003)
• Success criteria for trees will be 320 trees/acre through year 3 and 260 trees per acre
through year 5
• Success of herbaceous plants will be 75% ground cover
11.4 Geomorphic Assessment
Generally, geomorphic assessment follows the Monitoring Level I procedures described in
the Stream Mitigation Guidelines (April 2003). Two permanent riffle and two permanent
pool cross-sections will be established as shown in the Restoration Plan. Pebble counts also
will be conducted at the cross sections. A longitudinal profile also will be conducted. The
monitoring will be conducted each year for the 5-year monitoring period. In order to show
success, the data should show no significant aggradation or degradation and should show no
unexpected changes in morphology.
20 ®®® and Inc.
12.0 References
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Rosgen, David L. 1997. "A Geomorphologic Approach To Restoration Of Incised Rivers ",
Proceedings of the Conference on Management of Landscapes Disturbed by Channel
Incision.
Rosgen, David L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa
Springs, CO.
The Division of Land Resources (DLR) and The Division of Water Quality (DWQ), 2001
v. 3.0. "Internal Technical Guide for Stream Work in North Carolina. "
United State Geological Survey. 1974. USGS 7.5 Minute Series Topographical Maps "Wake
Forest. " US Geological Survey.
North Carolina Stream Restoration Institute, "Rural-Piedmont Regional Curves. "
wwtiv5. bae. ncsu. edu/progranns/extennsionhvgg/sri/nnralpiednnont. htnn
Hall, Karen. 2001. North Carolina Stream Restoration Institute NCSU, "Recoln in elided
Native Plant Species for Stream Restoration in North Carolina. "
US Army Corps of Engineers, December 24, 2002. "Regulatory Guidance Letter, No. 02-2. "
US Army Corps of Engineers, April 2003. "Stream Mitigation Guidelines. "
Rosgen, David L. "A Stream Channel Stability Assessment Methodology. "
21
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Prepared For:
Project Cheviot Hills Stream Restoration Plan
Wake County, North Carolina
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Title Watershed / Land Use Aerial (2002 Color Orthophoto - Source: USGS)
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Prcpscd For
Cheviot Hills Stream Restoration Plan
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L' C()S?'StClll Date Fibure
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Appendix A
Existing Conditions Data
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Survev Data
Cross Section 1
Lower Portion of Cheviot Creek
Cheviot Hills Golf Course, Raleigh, NC
Notes Distance FS Elevation
(ft) (ft) (ft)
0.0 5.30 94.70
22.0 5.30 94.70
40.0 5.50 94.50
51.0 5.73 94.27
LTOB 56.7 6.50 93.50
59.0 8.12 91.88
60.0 9.20 90.80
61.0 9.97 90.03
LEW 61.0 10.92 89.08
61.0 11.17 88.83
64.0 11.59 88.41
67.0 11.75 88.25
69.3 11.69 88.31
TW 71.0 11.86 88.14
72.7 11.17 88.83
REW 73.0 10.90 89.10
BKF 73.3 8.89 91.11
RTOB 76.2 6.65 93.35
79.5 6.05 93.95
90.0 5.78 94.22

Photo of cross sechoi i 1, looking upstream (300ft. Upstream
of Capital Blvd.)
Bankfull Summary Data
Area (BKF) (ft) 33.4 Entrenchment 2.6
Width BKF ft 13.6 Stream Type E --. G
Max Depth ft 3.0 Bank Ht Ratio 1.9
Mean Depth (ft) 2.5 Width FPA ft 35
W/D Ratio 5.5 Slope (%) 0.20
Typical Cross Section
96
95
94
93
0 92
a
> 91
a?
W 90
89
88
87
Prone
0 10 20 30 40 50 60 70 80 90 100
Width from River Left to Right (ft)
Survey Data
Area BKF ft) 24.2 Entrenchment 3.2
Width BKF ft 14.3 Stream Type E
Max Depth ft 2.4 Bank Ht Ratio 1.6
Mean Depth ft 1.7 Width FPA ft 45
W/D Ratio 8.4 Slope (%) 0.50
Notes Distance FS Elevation
(ft) (ft) (ft)
0 5.24 94.76
7 5.58 94.42
18 5.56 94.44
LTOB 28 6.82 93.18
29 8.35 91.65
BKF 30 8.83 91.17
31.5 9.64 90.36
LEW 32.1 10.64 89.36
TW 32.7 11.21 88.79
35.3 11.2 88.8
39 11.21 88.79
REW 40.3 10.65 89.35
41.8 9.83 90.17
43.2 9.8 90.2
43.6 9.15 90.85
44.8 8.56 91.44
RTOB 45.5 7.39 92.61
56 6.85 93.15
77 6.17 93.83
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F-
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?r

• 96
• 95
- 94
.

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.

• 93
0 92
? 91
w 90
89
88
• 87
Riffle Cross Section

Cross Section 2
Upper Portion of Cheviot Creek
Cheviot Hills Golf Course, Raleigh, NC
Flood Prone Elevation

I

• 0
•
10 20 30 40 50 60 70 80 90
Width from River Left to Right (ft)
Photo of cross section 2, looking upstream (400ft. downstream
of railroad)
Bankfull Summarv Data
Appendix B
Correspondences
a
A

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i NCDENR
i North Carolina Department of Environment and Natural. Resources
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Michael F. Easley, Governor William G. Ross Jr., Secretary
June 24, 2004
Mr. Parker Edwards
- Cheviot Hills Golf Course
• 7301 Capital Boulevard
Raleigh, NC 27616
0 Re: Ecosystem Enhancement Program (EEP)
• Cheviot Hills Stream Restoration Project
_ Dear Mr. Edwards:
I hope you are doing well. I am contacting you regarding the subject stream restoration project,
i We are in the final stages.of negotiating a contract with Kimley-Horn and Associates, Inc.
(KHA) for final design of the project, and following the issuance of a contract, we will be
i moving forward with design! There are a few minor items I would like to discuss and confirm
i with you before we get into design to ensure that all parties are on the same page.
1. During our meeting on-site in January of this year, we (EEP and KHA) discussed
removal and replacement of certain bridges with you, your father and Mr. Autry (see
attached meeting minutes). At that time, it was.decided that the foot bridges near Hole #2
and Hole #17 could be eliminated. EEP agreed•that in exchange for eliminating two of
i the bridges, our program would replace and/or relocate two of the remaining
pedestrian/cart crossings (wooden structures) with crossings of similar material and
design. Note that we will not be able to provide funding for the relocation or replacement.
of the more substantial bridges that are constructed of metal and concrete. The new
crossings would-be placed so that they span the restored stream channel. Please confirm
that you are in agreement with our proposal to eliminate two crossings and provide
i information to us as to which: two existing pedestrian/cart crossings you wish for us to
replace with anew. crossing. Additionally, please provide the estimated load that the
i crossing will need to bear (i.e. weight of golf cart or light equipment).
• 2. We anticipate that there will be excess soil available following excavation of the channel
(exact quantities are not known at this time). During our January meeting, your father
and NIr. Autry mentioned course would like the contractor to make this soil available for
the course to use. Please notify us of a designated area to stockpile soil on-site.
- 3. We have to take into consideration the time of year set aside for construction of stream
restoration projects on golf courses. We anticipate scoping the project conservatively for
a 12-week construction window. Please let us know in which months it would be in the
course's best interest for us to construct and we will do our best to accommodate your
i schedule. Note that the current schedule indicates that we may be able to begin
i
NC DENR Ecosystem Enhancement Program One
1652 Mail Service Center, Raleigh, North Carolina 27699-1652 NOrthCarOl na
Phone: [phone] \ FAX: [phone] .\ Internet: h2o.enr.state.nc.us/wrp/ C Natitrally
Mr. Parker Edwards
June 24, 2004
• Page 2
• construction as early as late winter/early spring of 2005, assuming there are no delays
• with design, permitting, or advertisement of bids for contractors.
I hope that you and the folks at the course are as anxious as we are to get this project underway!
Please provide a written response to the items above at your earliest convenience. If you have
• any concerns or need any additional information, please contact me at [phone] or
kristin.miguezOncmail.net. Thanks Parker, I hope to hear from you soon.
• Sincerely,
• Kristin E. Miguez
• Ecosystem Enhancement Program
•
• Attachments as noted
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11-09-1 04 11: 25 HCH-DENR-EEP
9197152219
Cheviot Hills Golf Course
P.O. Box 61;008
Raleigh, NO 27661
T-613 P02 U-244
NOY 17!704 D
Dear Jeff Schaffer,
I have enclosed a copy of the original letter from Kristin Miguez for your
convenience.
terra
ing Bridges:
We have agreed to the removal of the pedestrian bridges located on hole #2
and hole #17. The two bridges we have discussed about replacing are
located on Hole 42 and Hole 914.
Additionally, there is a third bridge we have had some discussion about
working around. It is located on Hole #5, and is used to access the back tee
box for that Thole. There have been no definitive statements regarding this
bridge as to whether it will be left as is or replaced other than the course
must have alright to keep and maintain a bridge at that location.
The wording in the original letter uses the terminology of replacing bridges
with siinilar,material construction which was deemed to be '-wood. However,
the fridge OP Hole #2 does have substantial steel I-beams in it. I want to be
sure the engineers are aware of this. I have had some discussion with Daren
Pait, P.E. fo! Kimley-Horn Assoc. regarding the replacement bridges
materials and costs. We are currently looking at comparing the costs of
different materials to work out the best construction methods for the budget
of this uroiect.
The load bearing weights for these bridges varies. The bridges on Hole 914
and Hole 92! will mostly have carts, mowers, and tractors crossing it on a
regular basil (<2000 lbs.). However, it. is important for the Superintendent to
be able to cross these bridges in his Ford Ranger. I would estimate the
weight of the vehicle at 40001bs.
I
Item 2 regarding Stock Pile Locations for soil and equipment:
The best locations to stock pile soil and equipment are (a) The open Lot near
Capital Blvd. Behind Hole.43 Tee, (b) The open area-between Hole #4 Tee
and Hole #14 Green, and (c) The area to the left-before Hole r15 Green.
Additionall}, there are some other areas which might be made available if
need be. These are an out of play area between Holes #2 and 15, and a small
area to the left of #16 Yellow Tee. It would be important for the piles of soil
to be separated between fine topsoil and thick base soil (Clay or Mud).
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11-09-' 04 11: 25 Fr-.Ch-DEi1F-EEF
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Sincerely,
Parker Edwards
President
Cheviot Hills Golf Course

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Item 3 regarding the best time of year for the project:
919,7152219
T-613 F03 U-244
These areas have been shown to and discussed with Daren Pait. When the
estimated ariiount of surplus soil has been detennined please inform us of
the amounts so we will know if we can handle it all.
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- -._- ----I - __ .,..., -- -- ?1aVV ibLLl. i1LV lua{, V.L 0-GPLGL11UG1 U11U Uy
the beginning of October. The idea being to begin after the hurricane season
when it is drlier, but with enough time to finish before the dead of winter.
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Thank you fpr contacting me on these matters, and I look forward to
working tog6ther towards the completion ofa successful project.
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Appendix C
Wetland Delineation Forms
DATA FORM
ROUTINE WETLAIND DETERMINATION
(1987 COE Wetlands Determination Manual)
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Project / Site: Cheviot Hills Date: 09/09/04
A licant/Owner: EEP Countv: Wake
Investi ator ARK/DNW State: NC
Do Normal Circumstances exist on the site? Yes Communitv ID: Wetland
Is the site significantly disturbed (Atypical Situation)? No Transect ID:
Is the area a potential Problem Area?
if needed, explain on reverse
No
Plot ID:
1
VEGFITATTON
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Microstigium spp. FAC+ 9.
2. Polygonum spp. FAC-OBL 10.
3. ILnpatients capensis FACW 11.
4. Betula nigra FACW 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC- 100
Remarks:

T-TVnRnT.n(,ry
Recorded Data (Describe in Remarks Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs x Inundated
Other Saturated in Upper 12"
x No Recorded Data Available x Water Marks
x Drift Lines
Field Observations x Sediment Deposits
x Drainage Pattern in Wetlands
Depth of Surface Water - in. Secondar Indicators
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit 0 in. x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil 0 in. FAC-Neutral Test
Other (Explain in Remarks
Remarks

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SOILS
flap Unit Name

(Series and Phase): Chewacla Drainage Class:
Taxonomy Confum Mapped
(Subgroup): Type? Yes
Profile Description
Depth
(inches)
Horizon Matrix
Colors
(Munscll Moist tilottle Colors

(Jtunsell Moist) Mottle

Abundance/Contrast Texture' Concretions,

Structure, etc.
0-10 A 10YR 6/6 - - LS
10-14 B IOYR 511 - - LS

Hydric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in
Sandv Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

YYDILt"INIJ L)J;1CKiviIIN A I It )IN
Hydrophytic Vegetation Present? Yes Is the Sampling Point within a Wetland? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks

DATA FORM
ROUTINE WETLAIND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Cheviot Hills Date: 09/09/04
A licant/Owner: EEP Countv: Wake
Investigator ARK/DNW State: NC
Do Normal Circumstances exist on the site? Yes Community ID: U
Is the site si niricantly disturbed (Atypical Situation)? No Transect ID:
Is the area a potential Problem Area?
if needed, explain on reverse
No
Plot ID:
2
VF.(:RTATTnN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Henpit FAC 9.
2. Panicum spp. FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC- o
Remarks:

uVnT?M n(;v
Recorded Data (Describe in Remarks Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondarv Indicators
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks

SOILS
I'vfap Unit Name Drainage Class:
(Series and Phase):
Taxonomy Confirm Mapped
Subarou : Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
Munsell Moist
Mottle Colors
("tunsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-6 A I OYR 4/2 7.5YR 513 SL
6-13 B IOYR 4/6 10YR 4/1 Few/Faint SL

H dric Soil Indicators
Histosol Concretions

Histic Epipedon High Organics Concent in Surface Layer in
Sandv Soils
Sullidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WETLAND DETERMINATION
H dro hytic Vegetation Present? No Is the Sampling Point within a Wetland? No
Wetland Hydrology Present? No
Hydric Soils Present? No
Remarks

Appendix D
Morphology Table

MORPHOLOGY CHARACTERISTICS
Restoration Slte: UT to Perry Creek (Cheviot Hills Golf Course)
Neuast USGS Station: USGS Station 02087201, Smith Creek near Burlington Mills Road, Rolesville, NC
Reference Reach: Upstream Tributary

VARIABLES UT to Party Crook (Main
Channel)
Existin UT to Perry Creek (Main
Channel) Proposed
Reach
Reference Rural Piedmont Regional
Curves and Regime Equations
1 Stream Type
(Ro en Incised E5,/G5 B4c Btc E
2 Dralna eArea
mile 3.0 3 0 08 3.0
3 Bank(ull Width Mean: 136 Mean: 22.2 Mean: 62 Mean: 19.1
(We„) Rar e' Range : Ra e'. Ra e:
4 Bankfull Mean Mean: 2.5 Mean: 18 Mean: 06 Mean: 21
depth (d,,,) Range ' Rai e: Ra e: Range
5 Wid1N0e hRat,o Mean: 54 Mean: 127 Mean:
V 99 Mean. 8.9
(We.,ld-) Ra e' Ra-e'. Rame: Ra e:
8 8ankfull Goss-sectional Mean: 33.4 Mean: 386 Mean: 39 Mean: 452
Area AM Ra e' Range e. Ra e:

7. Bankfull Mean Vebcit Mean: 3.7 Mean: 32 .
Mean: 3.7 Mean: / 3

1 (V-) Ranne' Ra e' Range:
'.
Range
8 Bankfull Discha e, cfs Mean: 1240 Mean: 1240 Mean: 144 Mean:
.
1964
(Gra) Range ' Ra e: Range : Rar e
9 Bankfull Maximum CkeVh Mean: 3.0 Mean: 2.8 Mean: 1.0 Mean: W'A
Id„„J R e' R e: Ra e'. Ra e:
10 Max d,e/d„r Mean: 12 Mean: 1.6 Mean: 1.7 Mean: WA
ratio Range: Ra e' Ra e: Ra e:
11 Low Bank He' N to max Mean: 1.9 Mean: 1.0 Mean: 10 Mean: WA
dr,v ratio Ra e' Ra e'. Ra e: R. N.:
12 Width of Fbal Pmne 350 Mean: 57.0 Mean: 107 Mean: WA
Area(Wy,) Range Range
'
Ra e'
Rai e:
13 Emre-hme A Ratio 2.6 Mean: 2.6 Mean: 1.7 Mean: WA
(W,r,)Wev) K Ra e: R.N. ' Ra
14 Meander Lewmt mean: 3500 Mean: 260.0 Mean: 680 Mean: 229.0

(L.,) Rae-
15 Ratio of Meander Le th to 25.7 Mean: 11.7 Mean: 11 0 Mean:
Bankull WWUI(L,WW Range : Range: Rame:
16 Railius of Curvature Mean: 650 Mean: 65.0 Mean: 180 Mean: 57.3
(ctrl R 180 120 Ra e: Ra e: Ranre'
17. Rat. of Radius of Curvature Mean: 48 Mean: 2.9 Mean: 29 Mean: 30
to B eAfull width (H IW,,,) Rame' 1.3 88 Ra e: Range: Ra e:
18 Belt Width Mean: 42.0 Mean: 42 Mean: 21 Mean: WA
lW.) Ra e: Rang Ra Range'
19 MeaMer Width Ratio Mean: 31 Mean: 1.9 Mean: 3.3 Mean: FL'A
(W,JW,e) Range ' Range : Ra e: Rage:
20 Sinuosit Mean: 1.02 Mean: 1.05 Mean: 12 Mean: WA
Stream Lemur 7 Valle Le Range : Ra e: Ra e: Ra e:
21. Valley Slope(Sv,,,,) Mean: 0.0060 Mean: 00050 Mean: 00120 Mean: WA
ffU'ft Range, Ra e: Ra e: R. e'.
22 Aver eStream Slope Mean: 00035 Mean: 00075 Mean: 00094 Mean: WA
iturt Range : Range : OIX727 00122 Rame: Ra e:
23 R,fOe Slo Mean: 00048 Maan: 0W50 Mean: 00310 Mean: WA
(S,.) Ra Ra e: Rarvie Range
21 Rat. of R?file S. , to Av Mean: 1.311 Mean: 1.429 Mean: 3 298 Mean: WA
Sbpe (S..,JS .) Ra e' Ra e' Ra e:
:
Rang.
25 Purl Stop Mean: 00001 Mean: 0.0001 Mean: 00036 Mean: WA
(S ) Ra r, Ra e: Ra a-.
'.
Range
26 Ratio of Pmt Sb to Avg Mean: 00 Mean: 00 Mean: 04 Mean: WA
Sbpe (S,,/S ) Rage: Ra e' Range
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Ra e:
27. Maximum Pool Mean: 4.0 Mean 5.5 Mean: 1.8 Mean: WA
Depth (d ) Ra i, 7 5 1 5 Range : Ra e' 12 24 Ra e:
28 Ratio of Pool De h to Avg Mean: 1 B Mean: 3.1 Mean: 3.0 Mean: W'A
Depth (d d ) Ra e' Rar e' Ra e' Rang.
29 Pool Width Mean: 210 Mean: 33.3 Mean: 9.1 Mean: W'A
iW ) Ra e' 180 28 Range : Ra e' 8.1 105 Range
:
30 Rain of Pool Width to Mean 1.5 Mean 1.5 Mean: 1.5 Mean: WA
W.ktwi Width (W „r) Ra e: Rame: Ra e: Ra e:
31. Pool Area Mean: 660 Mean: 97.0 Mean: 50 Mean: NIA
(A_) Range: Range : Range : Range*
32 Ram of Ponl Area to Mean: 20 Mean: 25 Mean: 1.3 Mean: WA
8,Wull Area (A,„ JAsd Rarre: Ra e: R -p: Range:
33 Peel to Pmt S aci Mean: 2000 Mean: 130 Mean: 27 Mean: WA
Ra e'. 1750 400 Ra e: Ra e: 130 38 Ra e:
J3 Rat. of Pool to Pools as Mean: 14.7 Mean: 59 Mean: 4.4 Mean: WA
to BdMfull Width(p-pWbkf) Rame: i7a a Ram ;-0 6 Range:
no O,scerruae awaaensua ooservw ouey swvey
?f

Project Prepared by: KHA
Ecosystem Job Number: 011795015
Kimle -Horn Cheviot Hills Golf
Y Enhancement Program Course Stream
and Associates, Inc,
Restoration Page 1 of 4
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?a

Project Prepared by: KEA
® Job Number: 011795015
`" -- Ecosystem
Cheviot Hills Golf
Kimley-Horn Enhancement Program Course Stream
and Associates, Inc.
Restoration Page 2 of 4

F-0
look
Project Prepared by: KHA
f T^ __ Ecosystem Cheviot Hills Golf Job Number: 011795015
Kimley-Horn Enhancement Program Course Stream
and Associates, Inc.
Restoration Page 3 of 4
Project Prepared by: KHA
® Job Number: 011795015
Ecosystem Cheviot Hills Golf
Kimley-Horn Enhancement Program Course Stream
and Associates, Inc.
Restoration Page 4 of 4
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Appendix F
Stream Power
MEC-RAS Rner. Reachat Reach: Reach at Profile: PF 2
Reach River Slat Profile Plan 0 Total M. Ch El W. S. Elev CA W.S. E.C. Elev E.C. Slope vel CM Flow Area Top Width Froude a C Power CM Power LCE Power ROI Power Total
(ds) h) (h) (h) (rt) (nn) (IVs) ( s0 R) V0 Zor n s) (b R s) love s) (Utt s)
Reach at 3227 PF 2 Chew1 101' Z21 223.25 223.4 0.004595 348 32.75 1912 0.42 1.43 1-43
Reach al 3227 PF2 Ch-Ea01 101 221 2ZZ.63 ZZ2.97 0.015462 4.68 21.57 17.0.5 0.73 5.5 5.5
Reacts al 3200 PF2 Chevdl 101 220.54 Z23.13 223.27 0.004122 2.96 34.11 20.94 0.41 1.25 126
Reach al 3200 PF2 Chev-E:A1 101 219 222.00 222.72 0.002179 2.18 48.29 24.69 0.25 0.5 0.5
Reach 01 3950 PF 2 Chow41 101 220.32 22191 233.04 0.001137 2.98 34.06 20.93 0.41 1.29 119
Reach at 3150 PF 2 ChevE+at 101 219 22259 222.64 0.000874 1.75 56.5 20.18 0.19 014 0.24
Reach at 3100 PF 2 Chews 101 220.1 222.68 222.82 0.004161 2.97 34 2011 0.41 129 1.29
Reach al 3100 PF2 Chev-Eia1 101 230 222.34 222.51 0.005145 3.31 30.54 17.34 0.41 1.75 1.75
Reach at 3050 PF2 Chev-111 101 219.88 222.45 222.6 0.001499 2.95 33.89 20.86 0.41 1.31 1.31
Reach a1 3050 PF2 G'ev-Eal 101 219 ZZ2.2 ZZ2.31 0.002156 2.7 37.69 16.88 0.31 0.88 0.01 0.74
Reach e1 3000 PF 2 Che-01 101 219.65 222.24 222.37 0.004439 2.97 , 34.08 20.93 0.41 129 1.29
Reach at 3000 PF 2 cr-Ea01 101 . 216 222.22 22214 0.00022 0.93 108.92 39.6 0.1 0.03 0.03
Reach at 2950 PF2 Chew1 101 219.43 222.01 22215 0.004481 2.97 33.99 20.91 0.41 129 129
Reach at 2950 PF2 Chev-Ea1 101 1219 ZZ2.15 ZZ231 O.OW919 1.73 $7.74 23.01 0.19 013 0.23
Reach al 29W PF2 Chew1 101 21921 221.79 221.93 0.004502 2.96 33.68 20.68 0,41 1.31 1.31
Rein of 2900 PF 2 Ctav-Emit 101 219 223.01 222.12 0.002416 2.7 38.64 20.02 0.31 0A7 0.14 . 0.69
Reach $1 2850 PF 2 Chews 101 218.96 211.57 211.7 0.004444 2.97 34.05 20.92 0.41 119 1.29
Reach 01 2850 PF 2 CtavF d1 101 219 221.8 221.95 0.003975 3.13 3227 1531 0.30 1.43 1.43
Reach at 25W PF 2 Chew1 101 218.75 22134 221.48 0.004471 2.97 33.97 20.9 0.41 1.3 1.3
Reach at 25W PF2 ChevEat 101 219 221.5 221.7 0.005968 3.8 28.03 1513 0.41 225 225
Reach 51 2750 PF 2 Chews 101 215.54 221.12 23116 0.004515 2.98 33.65 20.58 0.41 1.31 1.31
Reach at 2750 PF2 ChevEal 101 218 221.5 221.54 0.000708 1.64 61.65 20.97 0.17 0.10 0.18
Reachol 2700 PF2 Ch.-e1 101 218.31 210.89 221.03 0.004465 297 33.99 20.9 0.41 119 129
Reach a1 2700 PF 2 ChevEA$1 101 210 22116 221.43 0.004128 3.35 30.34 14.57 0.39 1.71 0.0.7 1.55
Reach at 2850 PF2 Chew1 101 218.09 220.51 220.81 0.004506 2.98 33.87 20.87 0.41 1.31 1.31
Reach at 2650 PF 2 CtawEal 101 216 221.19 - 22126 0.001562 2.19 47.05 20.01 0.24 0.48 0.07 0.4
Reach el 26W PF2 Choy-01 101 217.87 220.14 220.56 0.004575 3 33.68 20.82 0.42 1.33 1.33
Reach 01 2000 PF2 Ch-Eat - 101 216 221.13 221.16 0.001191 1.96 53.59 30.17 012 0.34 0.05 0.24
Rear 01 2550 PF 2 Che401 101 217.65 2202 220.35 0.004692 3.03 33.37 20.73 0,42 1.37 1.37
Reach el 2550 PF 2 CIr-Ea1 101 215 221.07 Z21.12 0.001103 1.85 54.75 26.37 011 0.26 0 015
Reach at 2500 PF 2 Chews 101 217.42 219.97 220.11 0.004752 3.04 33.21 20.68 0.42 1.39 1.39
Reach et 2500 PF 2 Chev-Emet 101 219 220.82 220.96 0.005516 315 31.05 18.79 0.45 1.71 1.71
Reach at 2450 PF 2 Chews 101 2172 219.75 219.91 0.00356 2.87 33.53 20.77 0.38 1.12 0.91 1.04
Reach a1 2450 PF 2 Chef al 101 216 220.72 220.79 0.001632 210 47.53 2719 027 0.48 0.07 0.39
Reach a1 2400 PF 2 Chew1 101 216.98 219.57 219.7 0.004435 - 2.96 34.07 20.93 0.41 126 116
Reach e1 2400 PF 2 ChevEaal 101 216 230.55 220.61 0.002658 2.7 38.12 22.40 0.33 0.91 0.05 0.75
Reach e1 2350 PF 2 Chew1 101 216.75 219.33 219.48 0.00435 2.94 34.31 21 0.41 115 116
Reach a1 2350 PF 2 ChewL;01 101 217 220.44 220.54 0.002051 2.47 - 41.17 10.9 0.25 0.61 0.02 0.61
Reach et 2300 PF 2 Chest 101 215.53 219.13 21917 0.004323 2.94 34.4 21.02 0.4 125 125
Reach et 2300 PF 2 Chev.Eat 101 215 220.43 220.46 0.000445 1.35 74.87 25.3 0.14 0.1 0.1
Reach al 2250 PF2 Chews 101 21531 216.92 219.05 0.00426 2.93 34.52 21.06 0.4 113 123
Reach at 2230 PF 2 Cho,- aal 101 217 220.31 220.4 0.002687 243 41.5 224 0.32 0.69 0.69
Reach a1 2200 PF 2 Chev41 101 215.06 216.71 216.84 0.004128 2.69 34.99 21.19 0.4 1.16 1.16
Reach at 2200 File 2 CherEal 101 211 220 220.19 0.005083 3.49 26.92 14.1 0.43 2 2
Reach at 2150 PF 2 Chew1 101 215.86 218.51 216.64 0.004005 2.83 35.38 21.3 0.39 1.14 1.14
Reach a1 2150 PF 2 Ch-Eat 101 217 218.91 216.66 219.55 0.027775 6.14 - 15.68 111 0.96 14.13 14.15
Reach al 2100 PF 2 Chew1 -"101 215.54 218.32 216.44 0.003536 2.81 35.95 21.46 0.38 1.06 1.06
Reach at 2100 PF 2 CherEat 104.: 214 219.17 219.19 0.000321 123 6309 39.33 0.12 0.08 0 0.05
Reach ai 2050 PF 2 Chov-01 110 ` 215.42 215.07 - 21812 0.004787 ' 3.12 35.28 21.27 0.43 1.49 - 1.49
Reach at 20.50 PF 2 ChevEaal 110 215 .210.04 - 219.14 0.001972 247 44.55 17.91 0.27 0.66 0 0.65
Reach 11 2000 PF 2 Chews 110 215.19 217.82 217.97 0.004923 3.15 34.92 21.17 0.43 1.54 1.54
Reach el 2000 PF 2 CtrvEaat 110 216 210.66 219 0.002967 3.03 36.62 15.34 0.33 123 0.1 1.12
Reach al 1950 PF2 Chews 110 214.97 217.55 217.71 0.005334 325 33.9 20.68 0.43- 1.69 1.59
Reacnat 1950 PF 2 Ch-E.01 110 215 218.19 217.64 218.73 0.008936 4.09 27.07 13.93 0.5 311 0.14 2.99
Reads al 19W PF2 Chews 110 21415 211.23 217.42 0.005273 3.45 31.92 20.3 0.45 2.04 2.04
Reach at 1900 PF 2 Chill 110 215 217.51 217.43 218.1 0.021622 3.85 16.90 14.31 011 10.16 1.03 9.67
Reach at 1850 PF 2 Ctevut 110 214.52 21714 21717 0.000637 1.15 81.93 55.73 0.15 0.07 0.08 008
Reach 01 1850 PF 2 Che',Eaat 110 214 217.79 211.81 0.0002tS 0.88 112.45 50.92 0.09 0.03 0.02 O.C3
Reach ai 1800 PF 2 Ch-41 110 214.3 217.03 217.17 0.004152 2.96 37.19 21.8 0.4 126 116
Reach at IWO PF2 ChevEaa1 110 214 217.68 217.76 0.001141 219 48.06 15.43 013 0.51 0.51
Reach at 1750 PF2 Ctrwf 110 214.08 215.88 216.97 0.003463 2.73 4112 28.96 0.37 0.98 014 0.83
Reach al 1750 PF2 Ch-EEa01 110 215 21613 216.83 217.43 0.435681 6.2 15.15 15.57 0.92 12.64 4.79 10.14
Reach es 1733.33' PF2 Chews 110 214 21877 216.9 0.003905 259 38.03 22.04 0.39 1.17 1.17
Reach at 1700 PF 2 Chew1 110 213 216.78 216.62 0.000469 1.52 728 20.33 0.14 0.14 0.14
Reach at . 1700 PF 2 Chev-Eaa1 110 212 2111,711 216.82 0.000489 1.52 72.8 20.33 0.14 0.14 0.14
Reach at 1650 PF 2 Chews 110 214 215.T7 21517 218.51 0.03186 5.97 13.77 1035 1.01 17.53 _ 17.85
Reachet 1650 PF 2 Chen"" 110 214 215.77 21577 215.53 0.03166 6.97 15.77 1036 1.01 17.85 17.81
Reach 11 1600 PF 2 Chew1 110 212 214.45 21438 0.003215 2.67 41.17 2316 0.35 0.91 0.91
Reach a1 16W PF2 ChevEaat 110 212 214.45 214.56 0.003215 2.57 41.17 23.23 0.35 0.91 0.91
Reach Nl 1550 PF 2 Clewt 110 212 214.7 2U.J9 0.007C83 2.52 43.71 28.11 0.34 0.76 0.76
Reach ai 1550 PF2 Cnav-E.wt 110 212 27,.7 21!.79 0.001087 2.52 43 .71 26.73 0.14 0.78 0.78
Re3001 1500 PF 2 Cnew1 110 211 213.08 217 .,6 211.64 0.032472 7 15.72 10.414 1 18.09 76.09
Reacn at 1500 PF 2 CherEat 110 211 2U.G8 213.08 273.8! 0.032472 7 15.72 10414 1 16.C9 78.09
Reach 01 1450 PF 2 Ch-w1 110 209 212.47 212.51 0.000687 1.61 68.19 2, .77 0.17 0.18 0.16
Reach N1 14150 PF 2 Ch-Eat 170 209 212.5 21234 0.000665 1.6 68.94 21.,2 0.17 0.17 0.17
Reach al 1400 PF2 CteWl 110 210 212.73 212.47 0.002782 2.5 44.05 24.19 0.33 0.74 0.74
Reach a/ 14100 PF 2 Cr-E l 110 210 21737 212.47 O.OOZM 2.45 44.96 24.78 0.32 0.7 0.7
Reach Nt 1150 PF 2 Chew1 110 210 212.16 21217 0.007767 2.73 410.27 2218 0.16 0.96 0.98
Reach Nt 1350 PF 2 Ch-Eat 110 210 21211 212.12 0.007108 2.66 41.36 22.48 0.33 0.9 0.9
Reach Nl 1300 PF2 Chev-41 110 209 212.02 272.12 0.002511 2.53 47.59 Z247 0.72 0.75 0 0 0.77
Reach Ml 1300 PF2 Chv-Eat 110 209 212.09 21218 O.OG21U 2.41 44.53 19.64 019 0.68 0.68
Reach 01 1250 PF 2 Ch 41 110 208-5e 211.9 211.99. 0.002414 2.45 , 48.07 33.96 0.31 0.7 0.07 0 0.47
Reach N1 1250 PF 2 Crev-E.at 110 209 212 212.08 0.001807 2.13 47.13 16.63 018 0.56 0.50
Reach Nt 1,00 PF2 Chewt 110 2C8.75 211.78 211.87 0.002417 2.46 46.1 34.52 0.31 0.7 0.03 0.01 0.47
Reach Nt 1200 PF 2 CterE,al 110 209 211.92 211.99 0.001574 216 50.94 21.71 025 0.45 9.45
Reacn Nl 1150 PF 2 Crowt 110 206.64 211.68 211.75 0.002422 2.48 46.06 34.52 0.31 0.71 0.07 0.01 0.47
Reach al 1150 PF2 CrowEa1 110 209 211.79 211.69 0.002481 146 441.73 22.91 0.31 0.7 0.7
Reactlat 1100 PF2 CheW1 110 20312 211.54 21.1.63 0.002429 - 2.45 45.01 14.51 0.71 0.71 0.01 0.01 O.Q
Reach Nt 1100 PF2 CrovEal 110 209 311.63 211.74 0.0073 2.62 42.06 24.89 0.33 0.87 0.87
Reacn N1 1050 PF 2 Chew1 110 205.4 211.42 211.51 0.002]16 243 48.61 45.57 0.31 0.66 0.01 0.01 0.34
Reach M1 1050 PF 2 Ctav-E.aat 110 20e 211.43 211.53 0.007734 7 76.9 19.92 0.37 117 0.05 1.17
Reach 0 1000 PF 2 CroW1 110 26816 211.3 211.39 0.OC2437 2.16 43.95 14.5 0.31 0.71 0.01 0.03 0.47
Reachat 1000 PF2 ChevEal 110 207 111.12 211.43 0.000419 1.51 78.04 2819 0.13 0.13 0 0.03 0.1
Reach N1 950 PF2 Chev-Nl 110 208.16 211.17 21117 0.00245 2.49 43.86 34.48 0.71 0.71 0.01 0.03 0.47
Reach 01 950 PF2 Ctev-Eml 110 208 211.37 211.!1 0.001x86 211 $0.57 21.86 0.24 0.47 0.1 0.42
Reach 411 900 PF 2 Chew1 110 208.04 211.05 211.14 0.002466 2.49 45.74 34.48 0.71 0.72 0.01 0.01 0.48
Reach N1 900 PF2 Crov-E?ut 110 206 21112 211.32 0.001979 2.46 14.92 20.33 019 0.63 0.01 0.6
Reach Nl 550 PF 2 Ch 41 110 207.92 210.93 211.02 0.002491 2.3 45.58 34.43 0.12 0.73 0.03 0.01 0.43
Reach N1 650 PF2 Crov-Eat 110 208 211.12 21112 0.0022041 2.52 46 25.78 015 0.71 0.1 0.48
Roach at BOO PF 2 Chest 110 207.79 210.8 210.9 0.002455 2.49 45.87 34.47 0.31 0.72 0.03 0.01 0.46
Reach M1 800 PF 2, Ctev-Ea1 110 208 210.87 211.05 0.004398 1.34 72.92 15 0.4 1.77 1.77
Reach at 750 PF2 Chew1 110 207.67 210.68 210.77 0.002!75 2.5 43.69 34.45 0.11 0.72 0.03 0.01 0.48
Reach N1 150 PF 2 Cho..., 110 208 210.69 210.84 0.003572 7.23 34.94 17.52 0.76 1.5 0.3 1.25
Roach N7 700 PF 2 Crow1 110 207.55 210.55 210.63 0.002499 2.5 45.57 34.57 0.12 0.73 0.07 0.01 0.16
Reach Nt 700 PF 2 Ch..-E,a1 110 208 210.] - 210.56 0.007322 4.12 27.02 13.92 0.31 3.71 0.08 0.08 2.5
Reach Nt 550 PF 2 Chv-Nt 110 207.43 210.48 2103] 0.001891 2.16 57.02 5637 017 0.48 0.03 0.01 011
Reach Nt 650 PF 2 C7evEaN1 110 206 209.88 210.13 0.010566 4.15 26.52 16.61 0.61 7,89 3.69
Ream 01 600 PF 2 Crow1 110 207.71 210.31 210.41 0.002572 2.54 44 27.46 0.12 0.76 0.02 0.02 0.62
Reach 81 600 PF 2 ChevE I 110 206 209.86 209.'91 0.000692 ' 1.79 61.71 24.4 0.19 013 O.C2 01]
Reach N1 $50 PF2 Chv411 110 207.19 210.19 21016 0.002426 2.46 46.04 50.35 0.71 0.7 0.01 0.02 0.32
Reach at 550 PF 2 CharEm61 110 205 209.63 209.87 0.000519 1.58 69.47 19.5 0.15 0.16 0.18
Rsach Nf 500 PF 2 Ctaiwt 110 207.07 210.07 210.15 0.002455 2.47 47.42 45.32 0.71 0.71 0.01 0.02 038
Reach al 500 PF2 Ctev-E,N7 110 206 209.74 209.112 0.00119 215 48.77 16.34 014 0.5 0.01 0.48
Reach N1 450 PF 2 Chewt 110 206.95 209.94 210.07 0.00246 2.18 - 47.21 45.33 0.31 0.71 0.01 0.02 0.31
Reach N1 450 PF 2 CtevEat 110 206 2009.62 209.72 0.001925 258 42.69 14.16 016 0.73 0.77
Roach at 400 PF2 ChWt 110 206.53 209.82 209.91 0.002516 I3 46.92 45.31 0.32 0.73 0.01 0.02 0.17
Reach N1 400 PF2 Chv-Eat 110 205 209.58 209.64 0.000991 1.98 53.55 19.58 0.2 0.32 0.01 0.7
Reach Nt 250 PF 2- Ct-+l <110 206.71 209.65 209.76 0.002689 2.55 4415 34.2 0.33 0.79 0.01 0.C2 037
Reach N1 350 PF 2 Chv-Eat 110 206 209.46 209.56 0.001614
, 2.61 4419 21.69 016 0.75 0.02 0.1t 031
Reach N1 300 PF 2 Crowt 110 206.56 209.55 209.64 0.002627 2.53 46.41 45.19 0.32 0.75 O.C2 0.02 0.39
Roach 411 300 PF 2 ChvE.41 110 205 .209.32 209.44 0.002571 271 39.at 16.55 0.12 0.95 0.02 0.9
ReuhN1 250 PF2 Chv-Nt 110 205.48 209.41 209.51 0.002775 2.51 4512 45.05 073 0.8 0.02 O.C2
.N
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Reach Nt Z50 PF 2 Ctev-Eiw1 110 206 209.09 20915 0.004313 i' 3.33 32.53 15.71 0.4 1.74 0 1.87
Reach 411 200 PF 2 Choy-#I 110 206.34 20916 209.37 0.002904 2.52 k 44.92 0.34 0.53 0.01 0 0.43
Reach at 200 PF 2 Chev-"l 110 205 209.04 209.11 0.001175 214 51.61 18.68 0.22 0.41. 0.01 0.36
Rsh Nt 150 PF2 Gnewt 110 20512 2W.1 209.21 0.003177 2.7 42.28 48.75 0.35 0.94 0.01 0.01 0.46
Reach N1 150 PF 2 Che -Eat 110 208 206.9 20.01 0.002793 2.71 4112 19.92 0.11 0.88 0.0 0.78
Raach Nl 100 PF2 Chevit 110 206.1 208.91 209.04 0.00365 2.62 39.06 7326 0.78 1.08 0 0.77
Reach Nl 100 PF2 Ch-"I 110 206 208.74 206.68 0.002894 2.92 36.17 16.01 0.37 1.11 0.0 0.99
Rauh Nt 50 PF 2 Cher-s1 110 203.98 208.7 2C8.54 0.004268 299 18.62 21.1 0.4 13 1.7
Reach at 50 PF 2 Cb-E l 110 203 208.71 208.76 0.000941 1.99 59.06 23.62 0.19 0.32 0.03 0.21
N1
ReaC1 0 PF2 CneW1 110 206 205.17 20719 a'Cd.61 0.0040,3 1.17 12.91 14.24 0.16 1.73 0 0.0 1.53
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Reach t 0 PF 2 CZ oat 110 206 208.43 207:9 208.61 0.004043 1.37 32.91 1424 0.16 1.71 0 0.09 1.55
Reach at -153.99 Cmm
Reach at 455 PF2 Chew1 110 206 206.36 206.34 0.004504 3.48 31.64 11.2 04 1.93 0 0.1 1.74
Reach st -158 PF 2 Che Eat 110 206 206.76 206.54 0.004504 3.46 71.8! 1,1 0.4 1.93 0 0.1 1.74
Roach at -160 PF 2 Ch W 1 110 206 206.33 207.3 208.52 0.00463 1.31 11.53 14.16 0.11 1.99 0 0.1 1.6
Reacn M1 -160 PF 2 ChvEat 110 206 208.33 207.3 208.S2 0.06463 ].N 31.53 14.18 0.41 1.99 0 0.1 1.6
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Appendix G
Mallinckrodt, Inc. Documentation
• uc1u:icuvo uy:43 k-U 9197831075 <POYNER & SPRUILL LLP> tO002
•
•
• POYNER ? SPRUILLLLP
• ATTORNEYS -AT -LAW
Timothy P. Sullivan
• Attorney-at-Law
• Direct Dial: 919.783.2991
• utillivan(apoyncrspruill.com
. www.poynasprulif.com

• February 1, 2005
- Othcr ufTiccs: Charlotte, Rocky Mount

VIA FACSIMILE
•
• Daren Pait
S Kimley-Horn & Associates, Inc.
- P. O. Box 33068
Raleigh, NC 27636-3068
•
Re: Agreement between Cheviot Pulls Golf Course, Inc. and Mallinckrodt
•
Dear Daren:

• As we discussed, I am enclosing a copy of the subject agreement. Please note
paragraph 1 wherein Mallinckrodt agrees to be responsible for any assessment or remediation of
. the contamination from the Mallinckrodt facility that is required by any applicable law or
regulation.
•
• Please do not hesitate to call me if you have any additional questions or need any
additional information.
•
•
TPS/sw
Enclosure
• cc: Parker Edwards (w/out enc.)
•
•
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•
• RALE1GH/0215e6-0214AU7 ,,.t 01/31/05
Yours truly
Timothy P. Sullivan

• 3600 Glenwocd Avenue, Ralcigh, NC 27612 • `P.C. Scx 10096, Raleigh, NC 27605.0096 • 919.783.6400 Tel • 919.783.1075 Fax
• 02/02/2005 09:45 FAX [phone]
•
•
STATE OF NORTH CAROL INTA
<POYNER & SPRUILL LLP>
i
•
COUNTY OF WAKE
•
® INDEMNIFICATION AND TOLLING AGM MINT
• I

10003
THIS INDEMNIFICATION AND TOLLING AGREEMENT ("Agreement") is made
• and entered into this 7th day of April, 2003 between Mallinckrodt IncJTyco HealthCare, a
Delaware corporation ("Mallinclaodf , and Cheviot Hills Golf Course, Inc., a North Carolina
corporation ("Cheviot Ilills'?_
• II
WHEREAS, Mallinckrodt is in the process of delineating the extent of groundwater
• contamination associated with its facility located at 8801 Capital Boulevard, Raleigh, N.C. (the
• "Facility");
• WHEREAS, Mallinckrodt has determined that contamination resulting from the
• operation of the Facility has migrated offsite (the "Contamination") and has impacted Cheviot
• Hills' property located at 7301 Capital Boulevard, Raleigh, N.C. (the "Property");
•
• WHEREAS, Cheviot Hills has requested that Mallinckrodt provide adequate assurance
• that it will assume responsibility for any required assessment and remediation of the
• Contamination, and thatMalli.nclacdt indemnify Cheviot Hills with regard to the Contamination;
• WHEREAS, Mallinckrodt has agreed to assume responsibilityifor the Contamination and
• to indemnify Cheviot Hills and its successors and assigns pursuant to the terms and conditions
. contained herein;
WHEREAS, Cheviot Hills and Mallinckrodt also desire to cooperate in this matter and
seek to avoid unnecessary litigation without prejudicing their rights due to the expiration of any
statutes of limitation.
i
I
•
il•
. 02/02/200 09:45 FAX [phone] <POYNER & SPRliILL LLP> U004
NOW, THEREFORE, in accordance with the mutual covenant, terms and conditions set
forth. herein, and other good and valuable consideration, the receipt and legal sufficiency of
which are hereby aclmowledged, the parties hereby agree as follows:
1. Assumation of All Liability: Mallinckrodt hereby covenants that it will assume
• full responsibility for all Required Assessment and Remediation (as hereinafter defined) of the
Contamination now or hereafter present at the Property, and all such work will be performed by
Mallinckrodt or its employees, agents or contractors at Mallinckro'dt's sole cost. The term
s
"Required Assessment and Remediation" shall mean any assessment or renaediation of the soil or
? I
ground water that is required to be performed pursuant to any applicable State or federal law or
0 rule, or local ordinance, including but not limited to the North Carolina Oil Pollution and
Hazardous Substance Control Act and the Resource Conservation and Recovery Act.
2. Indemnification/Hold Harmless: Mallinckrodt, and its successors and assigns,
shall indemnify and hold forever harmless Cheviot Hills, its officers, directors, agents,
contractors, employees, and successors and assigns (Cheviot Hills, its officers, etc. hereinafter
collectively "Cheviot Hills'D from any and all liabilities, damages, penalties, fines, forfeitures,
demands, claims, third-party claims, causes of action, suits, and costs and expenses incidental
thereto, including cost of defense, settlement and expert and attorney fees (hereinafter all
liabilities, damages, etc. collectively referred'to as "Costs' arising out of the Contamination,
including, but not limited to, Costs resulting from adverse effects on persons, the Property, the
environment or any violation of statutes, regulations, ordinances or orders.
3. Indemnification Procedure: Upon learning of lany event, condition or
circumstance for which Mallinckrodt may be obligated to indemnify Cheviot Hills hereunder,
Cheviot Hills shall notify Mallinelaodt is writing within a reasonable time of such event,
:2
02/02/2005 09:45 FAX [phone] <POINER & SPRUILL LLP> 0005
condition, or circumstance. Mallinclaodt shall have the right to undertake reasonable actions to
e initigate, remediate, defend against, and otherwise seek to avoid o minimize any Costs for
O which it may be obligated to indemnify hereunder, and Cheviot Hills shall not initiate, or agree
0 to initiate such activities or otherwise incur Costs subject to indemnification hereunder without
first notifying and providing Mallinckrodt reasonable oppominity to take such actions as it deem
reasonable and appropriate.
I 4. Pronert Access: Mallinclaodt agrees to provide Cheviot Hills written notice at
least 7 days in advance of the time at which its employees, agents or contractors wish to enter the
Property to perform any assessment and remediation activities. Such written notice, to be served-
to the Cheviot Hills representatives identified in paragraph 7 below, shall also include a
r
description of the type, location (to include diagrams) and duration ofi activities to be conducted
at the Property. Cheviot-Hills shall not unreasonably withhold approval for such entry. Upon
approval by Cheviot Hills, MaIlinekrodt, its employees, agents and contractors shall thereafter
• have the right to enter the Property to perform the assessment and/or remediation activities set
forth in Mallinckrodt's written notice.
Any waste material generated by any activities on the Property undertaken pursuant to
this Agreement will be promptly removed from the Property, and otherwise properly handled and
disposed of by Mallinckrodt. Mallinclaodt shall accept all "generator" status arising from the
generation of such waste material,
Mallinckrodt and its employees, agents and contractors shallenter the Property at their
own risk, accepting the Property "as is" without limitation. Mallinckrodt agrees to defend,
indemnify, and hold harmless Cheviot Hills from and against any or all Costs arising out of any
f
loss of life, personal injury or property loss or damage, or damage to the Property sustained in

3

02/02/_005
09:45 FAX [phone] <POYINER S SPRUILL LLP>
Z006
connection with or arising out of any actions of Mallinekrodt here 'der, or the presence of its
em to ees acts tractors oan art of the Pro e TI- ' d t
V y, g n, or con n y p p rty. s in I emnity oes no cover any
loss, injury or damage caused by the negligence or willful misconduct Hof Cheviot Hills.
5. Interference at Property: Mallinckrodt agrees to mike all reasonable efforts to
conduct its activities on the Property in a manner that minimizes disturbance to the Property and
shall restore the Property impacted by its activities as nearly as possible to its condition prior to
the initiation of Mallinckrodt's activities hereunder. Mallinckrodt agrees to consult and
coordinate with Cheviot Hills prior to implementation of any assessment or remediation activity
is order to make all reasonable efforts to minimize the potential for any interference with
business operations at the Property.
6. Documentation: Mallinckrodt shall promptly provide Cheviot Hills with copies,
at no cost to Cheviot Hills, of. (1) all laboratory results and other testing data generated as a
result of Mallinckrodt's assessment or remediation of the Contamination at the Property, (2) all
correspondence and other documents and reports provided to or received from any governmental
agency pertaining to the Contamination at the Property, and (3) any other reports related to
Mallinckrodt's assessment or remediation of the Contamination at the Property except for any
privileged reports prepared by Mallinckrodt which may discuss the Contamination. at the
Property.
7. Tollins Agreement: It is the intent of the parties to preserve the status quo as of
December 20, 2002, with respect to any and all applicable statutes; of limitations, statutes of
repose, and any other time-related defenses with respect any claim any party to this Agreement
may assert against the other parry arising out of, or relating to, or in connection with the
existence of the Contamination (hereinafter "Potential Claims'. The parties agree that any
4
02/02/2005 09:46 FAX [phone] <POYtiER & SPRUILL LLP> 2007
- applicable statutes of limitations, statutes or repose, and any other time-related defenses with
respect to the Potential Claims, including but not limited to laches, are tolled for the limited
period beginning as of the effective date of December 20, 2002, and ontinuing until the tolling
agreement set forth in this paragraph 7 C 'Tolling Agreement) is terminated.
The parties to this Agreement intend and acknowledge that this limited tolling of the
various statutes of limitations, statutes of repose, and other time-related defenses applies, without
limitation, to any and all State and federal statutes, regulations or other rules of law which limit,
or which purport to limit, the period in which any lawsuit with respect to the Potential Claims
may be commenced.
- Any cause of action with respect to the Potential Claims commenced after the termination
of this Tolling Agreement, whether the same be an action in equity, at law or otherwise, shall be
0 treated as if no time had passed between December 20, 2002 and the date of termination of this
Tolling Agreement, and that for the purposes of any statute of limitations or statute of.repose
- defense or any other time-related defense to the Potential Claims, the time period from
December 20, 2002 until the termination of this Tolling Agreement shall be ignored.
0 With respect to any lawsuit, claim, counterclaim or other proceeding relating to the
Potential Claims asserted by any of the parties hereto against the other s, whether the same be an
action in equity, at law, or otherwise, each party agrees not to assert any right which it may have
to raise any applicable statutes of limitations, statutes of repose, or any other time-related
defenses insofar as such may be predicated solely upon the passage of time between the effective
date of this Tolling Agreement and the date of termination of this Tolling Agreement.
s
The parties specifically acknowledge and agree that this Agreement shall in no way
- affect, waive or limit any defenses based upon the passage of time prior, to December 201 2002 or
5
• 02/02/3005 09:46 FAX [phone]
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<POY,N'ER & SPRliILL LLP>
Zoos
after the termination of this Tolling Agreement. This Tolling.Agreement also does not limit the
i
assertion of claims or defenses not related to the passage of time.
This Tolling Agreement shall remain in effect until terminated by any partympon giving
sixty (60) days written notice by certified mail-retum receipt requested to the other party at the
i
address shown below, unless a substitute address has been provided iniwriting to the other party,
t i
in which case notice shall be sent to that substitute address.
For Cheviot Hills:
William P. Edwards, Sr.
Cheviot Hills Golf Course
P.O. Box 61008
Raleigh, NC 27661
Phone: [phone]
With a copy to:
Timothy P. Sullivan
Poyner & Spruill LLP
P.O. Box 10096
Raleigh, NC 27605
Phone: [phone]
Fax: [phone]
For Mallinclaodt: i
Patricia Duft
Mallinckrodt Inc.
675 McDonnell Boulevard
Hazelwood„ MO 63042 1
Phone: [phone]
Fax: [phone]
I
This Tolling Agreement will terminate sixty (60) days from the date such notice is placed
in the United States Mail as specified above to the other party to this Agreement.
8. Survivability: The obligations of Mallinckrodt in this Agreement shall survive
I
termination of the Tolling Agreement contained herein and any transfer of title of the Property,
6.
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02/02/2005 09:46 FAX [phone] <POENER & SPRUILL LLP> U009
whether by sale, foreclosure, deed in lieu of foreclosure or otherwise. Mi allinckrcdt
acknowledges and agrees that Cheviot Hills' rights under this Agrc I ' ent may be assigned by
Cheviot Hills to, and may insure to the benefit of, any future purchase of the Property.
9. Applicable Law: This Agreement shall be construed under North Carolina law.
10. Counterparts: This Agreement may be executed in multiple counterpares. each
of which shall be deemed an original, all of which constitute one in"eni.
11. , Entire Agreement: This Agreement constitutes the sole and entire agreement
among the parties hereto and no modification of this Agreement shall be binding unless in
writing and signed by both parties hereto.
IN WITNESS WHEREOF, the undersigned. by authority duly given. have executed this
Agreement under seal as of the day and year first above written.
ATTEST: ZLINCKRODT INC
t
ecretary V Robert T. Budenholaer
Vice-President
[Corporate Seal]
ATTEST:
IV1v/? ? Li??
Secretary
[Corporate Seal]
aALECM5dR1 v1

CHEVIOT HILLS GOLF C0 RSE. IN, C.
William P. Edwards. Sr.
President
7
u
Mallinckrodt Inc.
f'l?ti Raleigh Pharmaceutical Pant
. 8801 Capital Boulevard
Healthcare Raleigh. NC2 7616-3116
Tele: 9 19 8 78-2800
Mallinckrodt Fax: [phone]
October 25, 2002
- Cheviot Hills Golf Course
Mr. William P. Edwards, Sr., Owner
PO Box 61008
Raleigh, NC 27661
? i
Dear Mr. Edwards:
Enclosed please find a summary of the results of the groundwater and surface water sampling
event recently conducted on the Cheviot Hills Golf Course located at 7301 Capital Boulevard,
w Raleigh, North Carolina, 27616. Groundwater samples were collected from the fifteen
temporary wells installed around the stream and pond near the green for hole #2, and three
- surface water samples were collected from the stream near the green for hole Q. Additionally,
water samples were collected from the three water supply wells at the Course.
O The laboratory analytical results indicate the following:
• 0 No volatile organic compounds (VOCs) or semi-volatile organic compounds (SVOCs) were
detected in the samples collected from the three water supply wells located on the Course.
VOCs, including 1,2-dichloropropane and 1,2-dichloroethane, were detected in several
shallow groundwater samples at concentrations up;to 39 µg/L (parts-per-billion).
• • Nitrobenzene was detected in one shallow groundwater sample at a concentration of 85 ppb.
• Neither nitrobenzene nor VOCs were reported in surface water samples collected from the
stream.
0 • Groundwater and surface water elevation data indicate that groundwater flow is generally to
• the south, with the stream likely serving as a discharge point for groundwater.
The analytical results for the three water supply wells (residence, irrigation, and clubhouse) are
included in their entirety as an attachment. All target analytes were reported as below the
• quantitation limit.
The analytical results from the temporary wells and surface water samples are summarized on
the attached figure and table. The compounds and concentrations reported and detected in these
• analytical results are similar to those previously reported in groundwater samples collected
beneath the adjacent parcels to the north.
We believe these compounds migrated into groundwater a number of years ago. There have
been no recent spills or releases of these compounds from current material handling practices.
Further, all process vessels and raw material tanks and pumps are located within secondary
containment areas, and our rail cars are now top-loading/unloading which are designed to
prevent spills to the ground and further impact to the groundwater. Of the compounds reported,
only nitrobenzene is currently used at our facility.
Based on these sampling results, we would like to conduct an additional sampling event
immediately south of the stream to confirm that the stream is a groundwater discharge point and
the compounds have not migrated past this point. These samples would be collected from
temporary wells installed using a truck mounted Geoprobeo. Upon your approval, we will
conduct this well installation and sampling at night to avoid interrupting play at the Course. We
are confident that using GeoprobeID will not adversely affect the condition of the Course, and
would be happy to demonstrate the Geoprobe® for you at your convenience prior to performing
the work.
We appreciate the cooperation of Cheviot Hills and Poyner & Spruill in allowing us to continue
our environmental investigation. If you have any questions concerning this data, please contact
me at 919.878.4764.
Sincerely,
Cody C. Platt, P.E.
EHS Engineer
attachments
cc: Timothy P. Sullivan w/ attachments
Poyner & Spruill, LLP
PO Box 10096
Raleigh, NC 27605
Patricia.Duft w/ attachments
Mallinckrodt Inc.
PO Box 5840
St. Louis, MO 63134

FA E MTE PROJECT
I CHECKED Bf DRAFTER PROJECT NU
MCER
GOLF ODURSF-D?U 1a 02 Ifit 1h1 cZ 0160.99M.U01
J
8.1 1,2-DCP ND
6.7 r1,2-DCP
9.9 METHYLENE CHLORIDE
5.6 CHLOROFORM ?ND lip -.
35 1,2-DCA
\ 39 1 2-DCP x
NITROBENZENE _ - ?: -
-ND 6.1 1,2-DCAv ND ND
V j ?..-% 10 1,2-DCP-_ - 7 18 1,2-DCP
ti -71m,
"
5.0 2-DCP 12 1
2-DCA ` NS:-
,
16 1,2-DCP --

LEGEND (VOCS OyLY)

GROUNDWATER SAMPLING LOCATION

PIEZOMETER LOCATION

16 1,2-DCP GROUNDWATER CONCENTRATION (}1g/L)
ND NO CONSTITUENTS DETECTED
\
ABOVE METHOD DETECTION LIMITS \; `

NS NOT SAMPLED "' 00 200

0 1 '
\
\•
/ ? POND Alp RWD LOGil(kS

TED.
ARE
CST
SCALE IN FEET
Mum
Solut ons SAMPLE LOCATIONS AND RESULTS
lnduscrial & J nvironmcntal Srnices CHEVIOT HILLS 'GOLF COURSE 1
3722 BENSON DRIVE
RALEIGH, NORTH CAROLINA 27609
TEL [phone] FAX: [phone]
••••••••••••••••••••••••••••••••••••••••••••
Summary of Laboratory Analytical Results
Groundwater and Surface Water Sampling
Cheviot Hills Golf Course
September 25-26 and October 9, 2002
9/25/2002
Analyte Units S-1 9/25/2002
S-2 9/25/2002
S-3 9/25/2002
S4 9/2512002
S-5 9/25/2002
S-6 9/25/2002
S-7 9/25/2002
S-8
VOCs by EPA SW-846 Alethod 826 0*
Chloroform µg/L 5.6 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2- Dichloroethane (1,2-DCA) ltg/L 35 <5.0 <5.0 <5.0 <5.0 6.1 <5.0 <5.0
Dichloromethane (Methylene Chloride) µg/L 9.9 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2- Dichloropropane (1,2-DCP) µg/L 39 18 8.1 <5.0 <5.0 10 <5.0 <5.0
Nitrobenzene by EPA SW-846 Method 8270 -
Nitrobenzene g/L 85 <10 <10 <to <10 <10 <10 <10
9/25/2002
Analyte Units S-9 9/25/2002
S-10 9/26/2002
S-11 9/2612002
S-12 9/2612002
S-13 9/25/2002
P-1 NS
P-2 9/26/2002
P-3
VOCs by EPA SW-846 Alethod 8260*
Chloroform µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 NS <5.0
1,2- Dichloroethane (1,2-DCA) µg/L <5.0 <5.0 12 <5.0 <5.0 <5.0 NS <5.0
Dichloromethane (Methylene Chloride) µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 NS <5.0
1,2- Dichloropropane (1,2-DCP) µg/L 6.7 <5.0 16 <5.0 5.0 <5.0 NS <5.0
Nitrobenzene by EPA SW-846 Method 8270
Nitrobenzene 99/1 <10 <10 <10 <10 <10 <10 NS NS
NS -- Unable to collect sample from this location.
*Target analytes of EPA SW-846 Methpd 8260 not shown were reported as below quantitation limits.
Surface `dater Results: Three surface water samples (PZ-1, PZ-2, and PZ-3) were collected on October 9, 2002. All were analyzed using Method 8260 for VOCs
and Method 8270 for nitrobenzene. All target analytes were reported as below quantitation limits.
Complete Laboratory Analytical Results
for Water Supply Wells
Cheviot Hills Golf Course
Raleigh, North Carolina
September 26, 2002
Analytical Methods:
SW-846 Method 8260 for Volatile Organic Compounds
SW-846 Method 8270 for Semi-Volatile Organic Compounds

Client Solutions Industrial & Environmental S
Work Order ID Mallinckrodt Inc.
Laboratory ID S247012*4
S=Ple ID HOUSE WELL
Matrix LI Sampled : 09-26-2002
Percent Solids : Received: 09-30-2002
STL Savannah
RESULTS SUMMARY REPORT
Parameter Method Batch Prep Analysis Analyst Result Owl Units DF RL 6UL
Date Date
Phenol 8270
b1s(2-Chloroetyl)ether 8270
2-Chlorophenol 8270
1,3-Dichloroberrzene 8270
1,4-0ichlorobenzene 8270
1,2-Dichlorobenzene 8270
2-hletrylphcnol (0-Cresol) 8270
2.2'-Oxybis(1-Chloropropane)
(bis-2-chlorolsopropyl ether8270
3-Methylphenol/4-hiethylp)enol
(mdp-Cresol) 8270
N-Nitroso-di-n-propylamine 8270
Hexachloroethane 8270
Nitrcbenzem 8270
Isophortne 8270
2-Nitrophenol 8270
2,4-Dlmethylphenol 8270
bis(2-ChIoroet oxy)aethane 8270
2.4-Dichloropheno1 8270
1,2,4-Trichlorobenzele 8270
Naphtha I ehe 8270
4-Chloroanitine 8270
Hexachlorobutadiene 8270
4-Ch1oro-3-methyiphcnoi 8270
244--thy 1 naphtha Iene 8270
Hexachlorocyclopentadiene 8270
2,4,6-Trichlorophenol 8270
2,4,5-Trichlorcphenol 8270
2-Chlorcnaphthalene 8270
2-Nitroaniline 8270
D i methy I phttz I ate 8270
Aeenaphthylene 8270
3-Nitroaniline 8270
Acenaphthene 8270
2,4-DinitrophenoI 8270
4-Nitrophenol 8270
Dibenzofuran 8270
2,4-Dinitrotoluere 8270
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.28
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.44
10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.24
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.32
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.29
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.31
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.29
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.23
10021 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.71
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.29
1002B 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.32
10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.31
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.37
10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.36
10021 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.39
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.26
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.66
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.36
10029 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.36
10028 10-02-02 10-04-02 ES 20 < ug/1 1 20 0.98
10028 10-02-02 10-04-02 ES, 10 < ug/1 1 10 0.35
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.33
10028 : 10-02-02 10-04-02 ES 10 < ug/I 1 10 .0.33
10023 10-02-02 10;04-02 ES 10 < ug/I 1 10 2.4
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.35
10028 10-02-02 10-D4-02 ES 10 < ug/I 1 10 0.74
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.39
10028 10-02-02 10-04-02 ES so < ug/1 1 5o 5.3
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.39
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.33
10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 5.0
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.25
10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 0.80
10026 10-02-02 10-04-02 ES .50 < ug/1 1 5o 4.9
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.29
10025 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.41

Client :
Work Order ID :
Laboratory ID :
Sa=pla ID :
Matrix :
Percent Solids
Solutions Industrial & Environmental S
Mallinckrodt Inc.
5247012*4
HOUSE WELL
LI Sa=pled :
Received:
RESULTS SUMMARY REPORT

9-26-2002
09-30-2002 STL Savannah
Para:aoter Method Batch prep Analysis Analyst Result Qual Units DF RL 6UL
Date Data
2,6-Oinitrotoluene 8270 10028 1C-02-02 10-04-02 ES 10 < ug/l 1 10 0.34
Diethylphthalate 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.47.
4-Chlorophenylpherryl ether 8270 10028 10-02-02 10 D4-02 E5 10 < ug/1 1 10 0.66
Fluorene 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10, 0.38
4-Nltr=iIIne 8270 10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 7.7
4, 6-D I n i tro- 2-methy I phero 1 8270 10028 10-02-02 10-04-02 ES 50 < ug/I 1 SO 5.0
N-NitrosodiphenyIamine 8270 10026 10-02-C2 10-04-02 ES 10 < ug/1 1 10 0.34
4-Brcrmphenylphenyl ether 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.35
Hexachlorobenzene 8270 10023 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.19
Pentachlorophenol 6270 10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 4.0
Phananthrene 8270 10028 10-02-02 '10-04-02 ES 10 < ug/l 1 10 0.33
Anthracme 8270 1o02B 10-02-OZ 10-04-OZ ES 10 < ug/I .1 10 0.33
Di-n-butylphthalate 8270 10028 10-02-02 .10-04-02 ES 10 < ug/l 1 10 0.25
Fluoranthene 8270 10026 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.33
Pyrene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.53
Butylbenzylphthalate 8Z70 10029 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.41
3.3'-0iehlorcbenzidine 8270 1o02B 10-02-02 1044-02 ES 20 < ug/1 1 20 4.4
Berg W anthracene 8270 1002B . 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.30
b1s(Z-Ethylhexyl)phthalate 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.48
Chrysene 8270 100ZB 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.44
Di-n-actylphthalate 8270 10026 10-OZ-02 10-04-02 ES 10 < ug/I 1 10 0.3S
Benzo(b)fluoranthene 8270 10028 10-02-02 1044-02 ES 10 < ug/1 1 10 0.28
Benzo(k)fluoranthene 8270 10028 10-02-02 10-04-02 E5 10 < ug/I 1 10 0.72
Sa=(a)pyrene `8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.41
1ndeno(1,2,3-cd)pyrene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 O.S6
Dibe=(a,h)anthracera 8270 1002B - 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.00
Benzo (9, h. i ) pery Iene 8270 10026 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.68
Carbazole 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.54
Aniline SZ70 10028 10-02-02 10-04-02 Es 20 < ug/1 1 20 4.2
N-Nitrosodiwethylamine 8270 10020 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.49
Surrogate - Phenol-d5 8270 10023 10-02-02 10-04-02 ES 41 X 1
Surrogate - 2-Fluarophcnol 8270 10728 10-02-02 70-04-CZ ES 58
Surrogate -
2.4,6-Tribrc=phcno1 8270 70028 10-02-02 70-04-C2 E5 94 % 7
Surrogate - NltrobenZene -- d5
• 8270 10728 70-02-C2 10-04-02 ES 84
Surrogato - Z-Fluorcbipheryl •8270 70023 10-02-02 70-04-02 ES 84 X 1
Surrogate - Terphenyl-d74 1 9270 10023 70-02-02 70-04-02 ES 88 . 1
STL Savannah
Client : Solutions Industrial & Environ-nontal S
Work Order ID : Mallinckrodt Inc.
Laboratory ID : 5247012.4
Sanpla ID : HOUSE WELL
Matrix : LI Sampled : 09-26-2002
Percent Solids Received: 09-30-2002
RESULTS SUMMARY REPORT
Parameter Method Batch Prep Analysis Amlyst Result Quaff Units DF RL MDL
Date Date
Cltlorcmethane 8260 1P1003 10-03-02 10-03-02 KAG 10 < ug/1 1 10 2.1
Brtmamthane (Methyl brtmide) 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 2.5
Vinyl chloride 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/1 1 10 0.50
Chloroethane 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 1.6
Methylene chloride
(Diciloranethane) 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.31
Acetone 8250 1131003 1D-03-02 10-03-02 KAG 50 < ug/I 1 50 9.9
Carbon d 1 suI fl de 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/ 1 1 5.0 1.5
1.1-0ichIoroethene 8250 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.45
1,1-DichIoroethane B260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.52
Cis/Trans-1,2-Dichlorvethene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.65
Chloroform 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.90
1.2-DichlaroeUune 8260 1131003 10-03-02 10-03-CZ KAG 5.0 < ug/i 1 5.0 0.57
2-Butanahe (MEK) 8260 1P1003 10-03-02 10-03-02 KAG 25 < ug/l 1 25 11
1,1,1-Tricrloroethane 8260 1P1003 10-03-C2- 10-03-02 KAG 5.0 < ug/l 1 5.0 0.45
Carbon tetrachloride 8260 1131003 10-03-02 10-03-02 . KAG 5.0 < ug/l 1 5.0 0.42
Brohndichlorosethane 8260 1131003 10-03-02 .10-03-02 KAG 5.0 < ug/l 1 5.0 0.35
1,1,2,2-Tetrochioroethane 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.75
1,2-Dichloropropane 8260 1121003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.52
tr3ns-1,3-Dichloropropene 8260 1P10D3 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.38
Trlc:loroethene 8250 1121003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.28
01bramchIorcmethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.51
1.1,2-Trichloroethane 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.47 .
Benzene 8260 1P10D3 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.27
cis-1,3-Dichloroprepene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.47
Bramfonn 8260 1131003 - 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.58
2-Hexanone 8260 1131003 1G-03-02 10-03-02 KAG 25 < ug/1 1 25 4.4
4-Methyl-2-pentanone (MIRK) 8260 1131003 10-03-02 10-03-02 KAG 25 < ug/l 1 25 8.6
Tetraciloroethene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < u9/1 1 5.0 1.6
Toluene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.51
Chlorobenzene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.63
Ethylbenzene 8260 1121003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.83
Styrene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.98
Xylenes, Total 8260 1121003 10-03-02 10-03-02 KAG. 10 < ug/1 1 10 1.9
Surrogate - Toluene-d8 ' 8260 1PID03 10-03-02 70-0.3-02 KAG 120 X 1
Surrogate -
4-0ramf1uorvbenzene 8250 1P1CU3 10-03-02 TQ-Q3-02 KAG 720 z 1
Surrogate -
Dibromfluorawtl:vre 8260 7P7003 70-03-02 70-03-02 KAG 120 % 1
nr
SEVER
TRENT
SERVICES
Client : Solutions Industrial & Environmental S
Work Order ID : Mallinckrodt Inc.
Laboratory ID : S247012*5
Sample ID : IRRIGATION WELL
Matrix : LI Sampled : 09-26-2002
Percent Solids Received: 09-30-2002
RESULTS SUMMARY REPORT
Parameter Method Bates Prep Analysis Analyst Result QuaI Units DF RL mDL
Date Date
Phenol 8270
bis(2-Ch loroethyl)ether 8270
2-Chlorophenol 8270
1,3-Dichlorobenzene 8270
1,4-Dichlorobcnzene 8270
1,2-Dichlorobenzene 8270
2-hbthylpherol. (o-Cresol) 8270
2,2'-0xybis(1-Ch1oropropane)
(bis-2-chloroisopropyl ether8270
3-hlethy l pl-w=1 /4-hiethy 1 pheno l
. (n&p-Cresol) . 8270
N-Nitroso-di-n-propy1wine 8270
Hexachloroethane 8270
Nitrobenzene 8270
I sophwuie 8270
2-Nitrophenol 8270
2,4-01methylphenol 8270
bis(2-Chloroethoxy)methane 8270
2,4-Dichlorophenol 8270
1,2,4-Triehlorobenzene 8270
Naphthalene SZ70
4-Ch l or•oan l l i ne 8270
Hexachlerobutediene -: 8270
`
4-Ch1oro-3-methy1pheno1 8270
2-hiethylnaphthalene 8270
Hexachlorocyclepentadieno SZ70
2.4,6-Trlchlorophenol 8270
2,4,5-Trichiorophenol 8270
2-Chloronaphthalwe SZ70
2-Nitroaniline 8270
Dirmthylphthalate 8270
Acenaphthylene 8270
3-Nitmaniline 8270
Acenaphthene 8270
2,4-Dinitrophenol 8270
4-Nitropheno1 8270
Ditenzofuran 8270
2,4-Dinitmtoluens 8270
10028 10-02-02 1044-02 ES 10 < ug/1 1 10 0.28
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.44
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.24
10028 10-02-02 10-04-02 ES 10• < ug/1 1 10 0.32
10029 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.29 .
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.31 '
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.29
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.23
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.71
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0,29
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.32
10023 10-02-02 10-04-02 ES 10 < vg/1 1 10 0.31
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.37
10CZB 10-02-02 10-04-02 ES 10 a ug/1 1 10 0.36
10028 10-02-02 1C-04-02 ES 10 < u3/1 1 10 0.39
10028 10-02-02 10-04-C2 ES 10 < u3/1 1 10 0.25
100ZB 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.66
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.36
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.36
10026 10-02-02 1044-02 ES 20 < ug/1 1 20 0.98
1002E 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.35
10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.33
10023 ,10-02-02 10-04-02 ES' 10 < ug/I 1 10 0.33
100ZB 10-02-02 10-04-02 ES 10 < ug/1 1 10 2.4
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.35
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.74
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.39
10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 5.3
1002B 10-02-0Z 10-04-02 ES 10 < ug/1 1 10 0.39
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.33
10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 5.0
1002E 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.25
1002B 10-02-02 10-04-02 ES 50 < ug/1 1 50 0.80
1002B 10-02-02 10-04-02 ES 5o < ug/1 1 50 4.9
10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.Z9
10023 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.41
Client STL Savannah
: Solutions Industrial & Environzental S
Work Order ID : Mallinckrodt Inc.
Laboratory ID : 5247012*5
Saaple ID : IRRIGATION WELL
Matrix : LI Sarpled : 09-26-2002
Percent Solids : Received: 09-30-2002
RESULTS SUMMXRY REPORT
Parameter Method Batch Prep Analysis Analyst Result QuaI Units DF RL MDL
Date Date
2,6-Dinitrotoluene 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.34
Diethylphthalate 8270 1002E 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.47
4-Chloropherrylphenyl ether 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.65
Fiuorene 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 .10 0.38
4-Nitroaniline 8270 1002B 10-02-02 10-04-02 ES 50 - < ug/I 1 50 7.7
4,6-Dinitro-2-methyIphenoI 8270 10028 10-02-02 10-04-02 E5 50 < ug/1 1 50 5.0
N-NItrosodIpherry Iam ine 8270 10028 10-02-02 10.04-02 ES 10 < ug/1 1 10 0.34
4-Braropherylphenyl-ether 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.35
Hexachlorobenzene 8270 1002B 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.19
Pentachlorophenol 8270 10025 10-02-02 10-04-02 ES 50 < ug/I 1 50 4.0
Phenanthrene 8270 10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.33
.Anthracene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I - 1 10 0.33
Di-n-butylphthalate 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.26
Fluorarrthene 6270 10023 10-02-02 10-04-02 ES 10 < ug/i 1 10 0.33
Pyrene 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.53
ButyIbenzyIphtl^alate 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.41
3,3'-Dichlorcbenzid1ne 8270 10028 10-02-02 10-04-02 ES 20 < ug/1 1 20 4.4
Benzo(a)anthracene 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.30
bis(2-Ethylhexyl)phthalate 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.48
Chrysene 8270 10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.44
Di-n-octylphthaIate 8270 10025 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.35
Benzo(b)fIuoranthene 8270 100222 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.28
Benzo(k)fluoranthene 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.72
Benrzo(a)pyrene 8270 10023 10-02-02 10-04-02 ES. 10 < ug/I 1 10 0.41
Indeno(1.2,3-ed)pyrene 8270 '10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.56
D1benzo(a,h)anthracene 8270 10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.80
Benzo(g,h,i)perylene 8Z70 10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.68
Carbazole 8270 1002B 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.54
Aniline 8270 10028 10-02-02 10-04-02 ES 20 < ug/I 1 20 4.2
N-Nitrosodimethylamina 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 9 10 0.49
Surrogate - P7trrol-d5 8170 10028 70-01-01 10-04-01 ES 72 % 1
Surrogate - 2-Fluorcphenol • 8270 70023 10-02-01 70-04-02 ES 77 % 1
Surrc?ate -
2.4.6-Tribroncplxnol 8270 70023 10-02-02 10-04-02 ES 77 1
Surrogate - Nitrobenzene-- d5
• 8170 70028 10-02-02 70-04-02 ES 72 ?G 1
Surrogate - 2-Flucrobipharyl •8270 10023 10-02-02 10-04-02 ES 70 N 1
Surrogate - Terphenyl-d14 • 8270 70025 10-02-02 10-04-02 ES 76 % 7
FIXEM
Client solutions industrial & Environmental S STL Savannah
work order ID Mallinckrodt Inc.
Laboratory ID S247012*5
Sample ID IRRIGATION WELL
Matrix LI Sampled : 09-26-2002
Percent Solids Received: 09-30-2002
RESULTS SUMMARY REPORT
Parameter Method Batch Prep Analysis Analyst Result QuaI Units DF RL MDL
Date Date
•
Chloramthane 8250 1P1003 10-03-02 10-03-02 KAG 10 < ug/1 1 10 2.1
Bra=-,ethane (Methyl branide) 8250 1P1003 10-0.3-02 10-03-02 KAG 10 < ug/1 1 10 2.5
Vinyl chloride 8260 1P1003 . 10-03-02 10-03-02 KAG 10 < ug/I 1 10 0.50
Chloroethane 8260 1P1003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 1.5
Methylene chloride
(Dichlara, thane) 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.31 "
Acetone 8250 1131003 10-03-02 10-03-02 KAG 50 < ug/1 1 50 9.9
Carbon disulfide 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 1.5
1.1-Dichloroethere 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.45
1,1-Dichloroethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.52
Cis/Trans-l,2-DichIorcethene 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.65
Chloroform 8260 1P1003 1G-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.90
1,2-Dichloroethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.57
2-Butancne (MEK) 8260 1131003 10-03-02 10-03-02 KAG 25 < ug/l 1 25 11
1,1,1-Trichloroethane 8260 1P1C03 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.45
Carbon tetrachloride 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1" 5.0 0.42
BramdichIoramthano 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.35
1,1,2,2-Tet-achloroethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1_ 1 5.0 0.75
1.2-01chloropropane 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.52
trans-1 ,3-0ichIoroproperie 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.38
TrIchIorcethene 8260 1121003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.28
0ibramchioranethane 8250 1121003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.51
1,1,2-Trichloroethane \. 0260 .1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.47
Benzene ' .=8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.27
cis-1.3-Dichloropropene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.47
ercmoform 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.58
2-Hexarxne 8260 1P1003 10-03-02 10-0.1-02 KAG 25 < ug/I 1 25 4.4
4-Methyl-2-pentanone (MIEK) 8260 1P1003 10-03-02 10-03-02 KAG 25 < ug/l 1 25 8.6
TetrachIoroetl•,ene 8260 1P1003 -10-03-02 10-03-02 KAG 5.0 < ug/i 1 5.0 1.6
Toluene 0260 1P1003 10-C3-02 10-03-02 KAG 5.0 <. ug/I 1 5.0 0.51
011orobenzene 8260 1121003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.63
EthyIbenzene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < u9/1 1 5.0 0.83
Styrene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.98
Xylenes, Total 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 1.9
Surrugaco - Toluene-d8 • 8260 1P7003 10-03-02 70-03-02 KAG 720 S 1
Surrogate
4-Browfluorobestzav • 8160 1PIO03 10-03-01 10-03-02 K4G 116 % 1
Surrogate -
Dibrowfluorometl:ane ' 6260 7PIC03 70-03-C2 70-03-01 KAG 120 1
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Client :
Work Order ID :
Laboratory ID :
Sample ID :
Matrix :
Percent Solids : Solutions Industrial & Environmental 3
Mallinckrcdt Inc.
S247012*6
CLUB WELL
LI Sampled
Received:
RESULTS SUMiMRY REPORT

9-26-2002
09-30-2002 STL Savannah
Parameter Method Batch Prep Analysis Analyst Resu lt Qual Units OF RL hDL
Date Data
Phenol 8270 10025 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.28
bis(2-Chloroethyl)ether 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.44
2-Chlorq*erol 8270 10029 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.24
1.3-01chlorobenzene 8270 10028 10-02-02 10-04-02 ES 10 < u,/1 1. 10 0.32
1,4-Dichlorcbenzene 8270 10028 10-02-02 10-04-02 ES 10 < Ug/1 1 10 0.29
1,2-Dichiorcbenz ne 8270 10025 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.31,
2-hiethylpheral (o-Cresol) 8270 10029 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.29
2,2'-Oxybis(1-ChIoroprrpane)
(bis-2-thloroisoprcpyl e ther8270 10023 10-02-02 10-04-02 ES 10 < ug/i 1 10 0.23
3-htethy I ptx=1 /4 -Methy l pheno l
(mdp-Crue1) 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.71
N-NItroso-di-n-prcpyIamine 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.29
HexachIcroetlhane 8270 10029 10-02-02 10-04-02 ES 10 < ug/1 1' 10 0.32
Nitrobenzene 8270 .10025 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.31
Isophorone 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.37
2-Nitrophenol 8270 _ 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.36
2.4-Dimethylphenol 8270 1002E 1D-02-02 10-04-02 ES 10 < ug/1 1 10 0.39
bis(2-Chloroethoxy)methana 8270 10023 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.26
2.4-Dichlorophenol 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.66
1,2,4-Trichlorcbenzene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 • 10 0.36
Naphthalene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.36
4-Chloroanillne .8270 10028 10-02-02 10-04-02 ES 20 < ug/1 1 20 0.98
Hexachlorobutadiene 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.35
4-ChIoro-3-methyIphenoI 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.33
2-hlethylnaphthalene 8270 10025 10-02-02 10-04-02 ES 10 < ug/1. 1 10 0.33
Hex3chlorocyelopentadlene 8270 10028 ,,'10-02-02 10-04-02 ES 10 -C, ug/l 1 10 2.4
2.4,6-Trichlorcphenol 8270 10025. 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.35
2,4,5-Trichlorcphenol 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.74
2-Chloronaphthalene 8270 1002B 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.39
2-Nitroaniline 8270 10025 10-02-C2 10-04-02 ES 50 < ug/I 1 50 5.3
Dimethylphthalate 8270 10026_ 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.39
AcenaphthyIene 8270 10025 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.33
3-Nitrtaniline 8270 10023 10-02-02 10-04-02 ES 50 < ug/I 1 50 5.0
Acenaphthwe 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.25
2.4-Dinitrophenol 8270 10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 0.80
4-Nltrcp-K=l 8270 1002B 10-02-02 1044-02 ES 50 < ug/1 1 50 4.9
Dibenzofuran 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.29
2.4-01nitrototuene 8270 10023 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.41
Client :
Work Order ID :
Laboratory ID :
Sample ID :
Matrix :
Percent Solids : Solutions Industrial & Environmental S
Mallinckrcdt Inc.
S247012*6
CLUB WELL
LI Sampled :
Received:
RESULTS SUMMARY REPORT

9-26-2002
09-30-2002 5TL Savannah
Parameter . ?Method Batch Prop Analysis Analyst Result QuaI Units DF RL NDL
Date Data
2.6-Dinitrotoluene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.34
Diethyiphtlialate 8270 10028. 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.47 .
4-Chlorophenylpherryl ether 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.66
Fluorene 8270 1002B 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.38
4-N i troan i I I ne 8270 10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 7.7
4.6-Dinitro-2-methyIphero1 8270 10028 10-02-02 10-04-02 ES 50 < ug/1 1 50 5.0
N-Nitrosodip'"lamine 8270 10023 10-02-02 10-04-02 'ES 10 < ug/1 1 10 0.34
4-Brwq)henylphenyl ether- 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.35
lexachlorobamor-2 8270 10023 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.19
PentachIoropheno1 8270 10029 10-02-02 10-04-02 ES 50 < ug/1 1 50 4.0
Phenanthrene 8270 10028 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.33
Anthracene 8270 10020 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.33
Di-n-butylphthalate 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.26
Fluoranthene 0270 1002B 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.33
Pyrene 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.53
Wry Ib nzyIphthaIate 8270 10026 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.41
3,3'-Dichlorobenzidine 8270 10028 10-02-02 10-04-02 ES 20 < ug/I 1 20 4.4
Benzo(a)anthracene 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.30
bis(2-Ethylhexyl)phthalate 0270 10020 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.48
Chrysene 8270 1002B 10-02-02 10-04-02 ES 10 r ug/1 1 10 0.44
Di-n-octylphthalate BZ70 10028 10-02-02 1044-02 ES 10 < ug/1 1 10 0.35
Be=(b)F1uoranthene 8270 10020 10-02-02 10-04-02 ES 10 < ug/I 1 10 0.28
Benzo(k) F1 uoranthene -8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.72
Benzo(a)pyrene 8270 10023 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.41
Ipdeno(1,2.3-cd)pyrene 8270 1002B 10-02-02 10-04-02 ES 10 < u9/1 1 10 0.56
Dibenzo(a.h)anthracene 8270 10028 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.30
Benzo(g.h.0perylene 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.68
Carbazole 8270 10026 10-02-02 10-04-02 ES 10 < ug/l 1 10 0.54
Aniline 8270 1002E 10-02-02 10-04-02 ES 20 < ug/I 1 20 4.2
N-Nitro'sodimethylamine 8270 10028 10-02-02 10-04-02 ES 10 < ug/1 1 10 0.49
Surrogate - Pheno1-d5 ' 8270 1CO23 70-02-02 70-04-02 ES 80
Surrogate - 2-Fluorcphcnol 8270 700,13 10-02-02 70-04-02 ES 80 % i
Surrogate -
2.4.6-Tribraruphenol 8270 10023 10-02-02 70-04-02 ES 87 % i
Surrogate - Nitrobenzene (15
• 8270 10028 70-02-02 10-04-02 ES 72
Surrogate - 2-Fluarebiphenyl •8270 IW23 10-02-02 70-04-02 ES 74 i
Surrogate - Terphenyl-d1 4 ' 8270 70023 70-02-02 10-04-02 ES 78 x 1
STL Savannah
Client Solutions Industrial & Environmental S
Work Order ID Mallinckrodt Inc.
Laboratory ID 5247012.6
Sample ID CLUB WELL
Matrix : LI Sampled : 09-26-2002
Percent Solids : Received: 09-30-2002
RESULTS SUMMARY REPORT
Parameter Method Batch Prep Analysis Analyst RCu1L Owl Units CF RL MDL
Data Data
Chicranethane 8250 1P1003 10-03-02 10-03-02 KAG 10 < ug/1 1 10 2.1
Brammthane (Methyl bromide) 8260 1P1003- 10-03-02 10-03-02 KAG 10 < ug/1 1 10 2.5
Vinyl chloride 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/1 1 10 0.50
Chloroethane 8260 1121003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 1.6
Methylere chloride
(Diehloranethane) 8250 1121003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.31
Acetone 8260 1P1003 10-03-02 10-03-02 KAG SO < ug/1 1 SO 9.9
Carbon disulfide 8260 1PIC03 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 1.S
1.1-Dichioroethene 8250 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.45
1,1-Dichloroethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.52
CIS/Trars-1,2-Dichloroethene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.65
ChIoro forn 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.90
1,2-Dichloroothane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.57
2-Butanane (NIEK) 8260 1P1003 10-03-02 10-03-02 KAG 25 < ug/1 1 25 11
1.1,1-Trichioroethane 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.45
Carbon tetrachloride 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.42
BranodichIoranethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.35
1,1,2,2-Tetrachloroethone 8260 1P1003 10-03-02 10-03-C2 KAG S.0 < ug/l 1 5.0 0.75
1,2-Dichloroprcpane 8260 1121003 1D-03-02 10-03-02 KAG 5.0 < ug/i 1 5.0 0.52
trans-1,3-Dichioroprcpene 8250 1121003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.38
Trl:dhlorcethene 0260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.28
Dibramchloramthane ,8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.51
1,1,2-Trichloroethano 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.47
Benzene •8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.27
cis-1,3-Dlchloropropene 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.47
Branoform 8260 1PIC03 ,,10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.58
2-Hexanons 8260 1P1003 10-03-02 10-03-02 KAG 25 < ug/i 1 25 4.4
4-Methyl-2-pentanone (MIBK) 8250 1P1003 10-03-02 10-03-02 KAG 25 < ug/1 1 25 8.6
Tetrachlorcethene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 1.6
Toluene 8250 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.51
Chlorcbenzene 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 - 0.63
Ethyibenzene 8250 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 - 5.0 0.83
Styrene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.98
Xylenes, Total 8260 1P1003 10-03-02 10-03-02 KAG 10 < ug/I 1 10 1.9
Surrogate - Toluene-cS 8260 1Pi003 10-03-02 10-03-02 XAG 122 X 1
Surrogate -
4-3r=f1uorcbenzcne 8250 7P1003 70-03-01 70-03-02 XAG 116 X 1
Surrogate -
Dibramofluoranathane ' 6260 . 1PI003 10-03-02 10-03-01 KAG 173
%
1
Client : Solutions Industrial re Environmental S
Work Order In : Mallinckrodt Inc.
Laboratory In : S247012'8
Sample In : Method Blank
Matrix : LI Sampled
Percent Solids Received:
RESULTS SUMMARY REPORT
STL Savannah
Parameter Method Batch Prep Analysis Analyst Result QuaI Units DF RL hDL
Date Data
Rxnol 6270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.28
bis(2-Chloroethyl)ether 8270 1002E 10-02-02 10-03-02 FS 10 < ug/I 1 10 0.44
2-Chloroolenol 8270 10028 10-02-02 10-C3-02' ES 10 < ug/1 1 10 0.24
1.3-011dhlorober¢ene 8270 10028 10-02-02 10-03-02 ES 10 < ug/l 1 10 0.32
1.4-Dichlorobenzene 8270 10028 10-02-02 10-03-02 FS 10 < ug/I 1 10 0.29
1,2-Dichlorobenzene 8270 10028 10-02-02 10-03-02 ES 10 < Ug/l 1 10 0.31
2-hlethylpbe-rol (0-Cresol) 8270 10029 10-02-02 10-03-02 ES 10 < Ug/I 1 10 0.29
2.2'-0xybis(7-Chlcropropane)
(bis-2-chlorolsoprcpyl ether8Z70 100ZB 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.23
3-hiethyIpheno1/4-Methyl phenol
(mtQ-Cresol) 8270 10023 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.71
N-Nitroso-di-n-propylamine 8270 10023 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.29
Hexachloroethane 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.32
Nitrobenzene 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.31
Isophorone 8270 10025 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.37
2-Nitrophenoi 8270 10028 10-02-02 10-03-02 ES 10 < ug/l 1 10 0.36
2,4-Dimethylphenol 8270 10025 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.39
bis(2-Chloroethoxy)methane 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 110 0.26
2:4-Dichlorophenol 8270 1002B 10-02-02 10-03-CZ ES 10 < ug/l 1 10 0.66
1.2,4-Trichlorobenzene 8270 10023 10-02-02 10-03-02 ES 10 < u9/I 1 10 0.36
Naphthalene 8270 10028 10-OZ-02 10-03-02 ES 10 < ug/1 1 10 0.35
4-Chloroaniline SZ70 1002B 10-02-02 10-03-02 ES 20 < ug/l 1 20 0.98
Hexachlorcbutadiene 8270 10028 70-02-02 10 03-02 ES 10 < ug/1 1 10 0.35
4-Chloro-3-methylphenol •8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.33
2-Methylnaphthalene 8270 10029 .10-02-02 10-03-02 ES 10 < ug/I 1 10 0.33
Hexachlorocyclopentadiene 8270 10028 .-'10-02-02 10-03-02 ES 10 < ug/1 1 10 2.4
2,4,6-Trichlorophenol 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.35
2,4,5-Trichlorophenol 8270 10028 10-02-02 10-03-02 ES 10 < ug/l 1 10 0.74
2-Chlorcn3phthalene 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.39
2-Nitroanillne 8270 10028 10-02-02 10-03-02 ES 50 < ug/1 1 50 5.3
Dimethylphthalate 6270 10028 10-02-02 10-03-C2 ES 10 < ug/l 1 10 0.39
Acenaphthylene 8270 100213 10-02-02 10-03-02 ES 10 ug/1 1 10 0.33
3-Nitroaniline 8270 10028 10-02-02 10-03-02 ES 50 < ug/1 1 50 5.0
Acenephthene 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.25
2,4-DInitrophenoI 8270 10023 10-02-02 10-03-02 ES 50 < ug/I 1 50 0.80
4-Nltrophowl 8270 10028 10-02-02 10-03-02 ES 50 < ug/1 1 50 4.9 n
Dibenzofuran 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.29
2,4-Dinitrotoluene 8270 100213 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.41
Client

Work Order ID :
Laboratory ID :
Sa-%ple ID :
Matrix :
Percent Solids :
Solutions Industrial & Environmental S
Mallinckrodt Inc.
S247012*8
Method Blank
LI Sampled .
Received:
RESULTS SIIIOWY REPORT STL Savannah
Parameter Method Batch Prep Analysis Analyst Result Qual Units DF RL MDR
Date Data
2,6-Dinitrotoluene 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0,34 ,
Diethylphthalate 8270 10028 10-02-02 10-03-C2 ES 10 < ug/1 1 10 0.47
4-Chlcrophe rylphelryl ether 8270 10028 10-02-02 10-03-02, ES 10 < ug/1 1 10 0.66
Fluorene 8270 10029 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.38
4-Nitroanillnc 8270 10029 10-02-02 10-03-02 ES 50 < ug/1 1 50 7.7
4,6-01nitro-2-methyIpheno1 8270 1002B 10-02-02 10-03-C2 ES 50 < ug/1 1 50 5.0
N-N I trosod I pheny I am I ne 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0,34
4-13m ophenylpherryl ether 8270 10028 10-02-02 10-03-02. ES 10 < ug/1 1 10 0.35
Hexach I oroben zene 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.19
Pentachlorophenol BZ70 10028 10-02-02 10-03-02 ES 50 < ug/1 1 50 4.0
Phenanthrene 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.33
Anthracene 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.33
Di-n-butylphthalata 8270 10023 10-02-02 10-03-02 ES 10 < ug/I 1 10 .0.26
Fluoranthene 8270 10026 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.33
Pyrene 8270 10028 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.53
Buty I benzy I phtha I ate 8270 100ZB 10-02-02 10-03-02 ES 10 < ug/1 1 10 0,41
3,3'-Dichlorrbenzidine 8270 10028 10-02-02 10-03-02 ES 20 < ug/1 1 2.0 4.4
Be= (a) anthracene 8270 10023 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.30
bis(2-Ethylhexyl)phthalote 8270 10028 10-02-02 10-03-C2 ES 10 < ug/I 1 10 0.48
Chrysene 8270 10026 10-02-02 10-03-02 . ES 10 < ug/I 1 10 0.44
Di-n-octylphthalate 8270 1002B 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.35
Benzo(b)fluoranthene 8270 10028 10-02-02 10-03-C2 ES 10 < ug/1 1 10 0.28
Benzo(k)fluoranthene 8270 1002B 10-02-02 10-03-02 ES 10 < ug/1 1 10 0.72
Benzo(a)pyrene .6270 10028 10-C2-02 10-03-C2 ES 10 < ug/I 1 10 0.41
Indeno(1,2.3-cd)pyrene 8270 10028 10-02-02 10-03-02 ES 10 < ug/I' 1 10 0.56
Dibenzo(a,h)anthracene 8270 1002B 10-02-C2 10-03-02 ES 10 < ug/I 1 10 0.80
Benzo(g.h,i)perylene 8270 10023 10-02-02 10-03-02 ES 10 < Ug/I 1 10 0.63
Carbazole 8270 10028 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.54
Aniline 8270 10028 10-02-02 10-03-02 ES 20 < ug/1 1 20 4.2
N-Nitrosodimethylamine 8270 10023 10-02-02 10-03-02 ES 10 < ug/I 1 10 0.49
Surrogate - Phex7ol-dS • 8270 10028 10-02-02 70-03-02 ES 71 % 1
Surrogate - 2-Fluorcphcnol ' 8270 7002E 10-02-02 10-03-02 ES 76
Surrogate -
2,4,6-Tribra7cphenol • 6270 10023 10-02-02 10-03-02 ES 77 1
Surrogate - Nltrolxnarxe - dS
• 8270 70026 10-02-02 10-Q7-02 ES 74 % 1
Surrogate- 2-Flucrobiphonyl •8270 70028 10-02-02 70-Q7-02 ES 72 % 1
Surrogate - Terphenyl-d14 ' 8270 70023 10-02-02 70-03-02 ES 6o % 1
•
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i
i
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i
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•

Client : Solutions Industrial & Environmental S
Work Order ID : Mallinckrodt Inc.
Laboratory ID : S247012*8
Sample ID : Method Blank
Matrix : •LI Sampled
Percent Solids : Received:
RESULTS SUMMARY REPORT STL Savannah
Parameter Method BatrSh Prep Analysis Analyst Result QuaI Units OF PL WL
Date Date
Chlorariethane 8260 1131003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 2.1
Bronomthane (Methyl branide) 6260 1P1003 10-03-02 10-03-02 KAG 10 < ug/I 1 10 2.5
Vinyl chloride 8260 1131003 10-03-02- 10-03-02 KAG 10 < ug/1 1 10. 0.50
Chloroethane 8260 1P1o03 10-03-02 10-03-02 KAG 10 < ug/1 1 10 1.5
hlethylem chloride
(Dichloromettiane) 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.31
Acetone 8260 1P1003 10-03-02 10-03-02 KAG 50 < ug/I 1 50 9.9
Carbon disulfide 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 1.5
1,1-01chIoroethene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1. 1 5.0 0.45
1,1-Dichloroethane 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.52
Cis/rrans-1,2-Diclloroethene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.65
Chlcroforn 8260 1piOD3 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.90
1,2-Oichioroethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.57
2-Butx=e (h1EK) 8260 1P1003 10-03-02 10-03-02 KAG 25 < ug/l 1 25 11
1,1,1-Trlchlorcethane 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.45
Carbon tetrachloride 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.42
Bronodichloranethane 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5,0 0.35
1,1,2,2-Tetrachloroethane 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.75
1,2-Dichloropropane 8260 1131003 10-03-02 1G-03-02 KAG 5.0 < ug/l 1 5.0 0.52
trans-1,3-Dichloropropene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.38
Trichloroeth re 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.28
01bramdlloramrione 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.51
1,1,2-Trlciloroethane 8250 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.47
Benzene '8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/l 1 5.0 0.27
Cis-1,3-0ichloropropeie 8260 1P1003 ,10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0 0.47
BramForm 8250 1P1003. 10-03-02 10-03-02 KAG 5.0 < ug/1 1 5.0, 0.58
2-Hexanono 8260 1P1003 10-03-02 1003-02 KAG 25 < ug/I 1 25 4.4
4-Methyl-2-pontarme (MIRK) 8260 1131003 1G-03-02 10-03-02 KAG 25 < ug/l 1 25 8.6
Tetrachlorcethme 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 1.6
Toluene 8260 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.51
Chiorobenzene 8250 1131003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.63
Ethylbenzene 8260 1P1003 10-03-02 10-03-02 KAG 5.0 < ug/I 1 5.0 0.83
Styrene 8250 1131003 10-03-02 1G-03-02 KAG 5.0 < ug/I 1 5.0 0.98
Xylenes, Total 8260 1121003 10-03-02 10-03-02 KAG 10 < ug/l 1 10 1.9
Surrogate - Toluene-da • 8260 1P1003 10-03-02 70-03-02 KAG 118 X 1
Surrogate -
4-8ramr1uor0bcnzcw 8260 7P7003 10-03-02 10-03-OZ KAG 174
Surrogate -
Dibrmorlu,rcrmth2n0 6260 1PICC3 10-03-02 70-03-OZ KAG 118 % I
s
•
s
i
•
Client
=
Work Order ID :
Laboratory ID :
Sample ID :
Matrix :
Percent Solids :
Solutions Industrial & Environmental S
Mallinckrodt Inc.
5247012`13
Lab Control Standard Result
LI Sampled :
Received:
LCS RESULTS SUMMXRY REPORT STL Savannah
Parameter Method Batch . Spike Fypecte d Units Spike % Accuracy
Result Value Recovery Limit
1,1-Diehlorcethene 8260 1P1003 53 50 ug/I 106 46-147
Trichl'oroethene 8260 1P1003 52 50 ug/I 104 56-143
Benzene 8260 1131003 57 50 ug/I 114 62-135
Toluene 8260 1131003 60 50 ug/1 120 68-131
ChIorobenzene 8260 1P1003 61 50 ug/I 122 72-127
Surrogate - Toluene-d8 • 8260 1P1003 59 50 u9/1 118 77-122
Surrogate -
4-Bramfluorobenzene • 6260 1P1003 58 50 ug/l 116 74-125
Surrogate - i
Dibrromofluoranethane • 8260 1P1003 60 50 ug/I 120 70-130
Phenol 8270. 10028 80 100 ug/l 80 33-122
2-Chlorophenol 8270 10028 84 100 ug/l 84 38-115
1,4-01chlorobEnzere 8270 1002B 33 50 ug/1 66 27-130
N-Nitroso-d1-n-propyIamine 8270 1002B 46 50 ug/I 92 31-138
1,2.4-Trichlor•obenzene 8270 10028 36 50 ug/I 72. 28-110
4-Chioro-3-rtethylphenol 8270 10029 95 100 ug/I 96 34-126
Acenaphthrre 8270 10023 45 50 ug/i 90 36-121
4-Nltlro heel 8270 10028 100 100 ug/i 100 12-143
2,4-Dlnitrotoluene 8270 10023 43 50 ug/I 86 37-129
PentaehlorophenoI 8270 10029 94 100 ug/l 94 19-148
Pyrene 8270 10023 45 50 ug/l 90 31-139
Surrogate - Phenol-d5 .8270 10028 72 100 ug/I 72 25-128
Surrogate - 2-Fluoropt l., ' 8270 10023 75 100 ug/l 75 29-121
Surrogate -
2,4.6-Tribrc=phenol 8270 10028 85 100 ug/l 85 29-143
Surrogate - Nitrobenzene - d5
• 8270 10028 37 50 ug/I 74 34-130
Surrogate - 2-Fluorobiphenyl •8270 10028 39 50 ug/l 78 36-124
Surrogate - Terphenyl-d14 8270 10028 36 50 ug/i 72 14-148
Acenaphthene - 8270 10028 45 50 ug/l 90 36-121
1,4-Diehlorobenzene 8270 10023 33 50 ug/l 66 27-130
2.4-Dinit:rotoluene 8270 10023 43 50 ug/1 86 37-129
Pyrene 8270 10028 45 50 ug/I 90 31-139
1.2.4-Trichlorebermwe 8270 10023 36 50 ug/l 72 28-110
n-Nitrosodi-n-propylamine 8270 10023 46 50 ug/l 32 31-138

o utions CHAIN OF CUSTODY RECORD
Tq,s 3722 Benson Drive, Raleigh, NC 27609 Page : ( of ?
Industrial & Environmental Services Phone: [phone], Fax: [phone]
;k,413,PPAV?) : CUM&: •Sil- SAVANNAH LAV, Phone: q•1.2- 35? -y05S Pro)ectName: NAL(,i1,crf?bP[- ReportTo:')etiy ?Ir' ??1l3'?
Address: 510Z LA !?- tIE AVE ,, Fax: Job #:C((;?,59A3; MK61. Invoice To: ?p?uTiuNS (C--?
Address:5WN:NAU 6A 3(404x' Date: Turnaround: S`i'D Comments:
Preserva tives Analys es Re nested

Sample ID

Date

Time

Matrix

z %A
lj?

j ?D o? 4

"J

omments
,b(?5? InlEccr 9 LU mot: 18?3? (,vat?e- `' ? >K ?.P?1z.? K'??.?TS ?? .
Irp-1401c" W-eu- 16?dZ i Tom; GIF/-va P(AM
04US WELL. 18:51 ,( X. f? SOGu>'i?.?S IEs
FA >e T/'?-673 - 10-74-

Sampler's Name(s): 14plTC-0- K(i+l t'6- Sampler's Signature(s): 1;jaLa:(j ra.
Resin uis a;d•B Date Time Received B Data Time Method of Shipment Airbill #
x3371 ql-;!S 6u6

' J__ d v 0

CHEVIOT HILLS GOLF COURSE, 11,10. Q?;tR
S-8 0 PEA
S-210 S'S S_9 `
S-20 O O S9 S-18 S-7 tlg0
-17 0?

-

. -?
PP-22S S-16 O
® S-15 O - -
Pe-22D PP-228 ® 00 O®
\ \ - U-6
S
T
S-11 _ S A/
L; S 13?
?S-12?

P-3

LEGEND
O BEDROCK MONITORING WELL (95-530 FT BLS)
0 SHALLOW MONITORING WELL (13 - 45 FT BGS) \

TALC AUTOi?1t77IVF, I.LC
0 DEEP MONITORING WELL (42 - 100 FT BGS)
• SHALLOW GEOPROBE TEMPORARY WELL _

Solutions
0 150 300
CHEVIOT HILLS GOLF COURSE MURL
InluviAl L finuawwrc?l S-"
3722 BENSON WIT
SCALE IN FEET 7351 CAPITAL BOULEVARD
RALEIGH, NORTH CAROUNA 1
RAU]f71, NORTH CAROLINA 27009
TEL: [phone] FAY.: [phone] .

1

?a

CHEV IOT HILLS GOLF COURSE, INC. Q
?O

PC-PZ-2
lAll 'C
PZ
3
PP-22S O
-
-

r. PP-22D
PP-22B
PC-PZ-1
-- ,

j
a L E G E N D ,
j
O BEDROCK MONITORING WELL (95-530 FT BLS)
O SHALLOW MONITORING WELL (13 - 45 FT BGS)
O DEEP MONITORING WELL -'100 BGS) /

<
• SHALLOW GEOPROBE TEMPORARY WELL
V
MILC ALITONIOTIVE, I_LC %
NOTES
j%

SW-1, SW-2, AND SW-3 WERE COLLECTED AT PC-PZ-1 , PC-PZ-2, AND PC-PZ-3, RESPECTIVL?(.

Solutions
0 150 300 SURFACE WATER SAMPLING LOCATION MAP

"1 CHEVIOT HILLS GOLF COURSE
. ' == Industrial be Fn vunrcmd Scrv ca 7351 CAPITAL BOULEVARD 2
3722 BENSON DME
RALDCH, NORTH CAROLINA 27609 SCALE IN FEET RALEIGH, NORTH CAROLINA
TEL: [phone] FAX.: [phone]
:rry Creek Tributary at Cheviot Hills Golf Course (2002)
Dlallinckrodt Inc., Raleigh, NC
ANALYTE P-1 -12 S-13 SNV-1 SW-2 SW-3
Date Units 09/25/02 =6/02 09/26102 10/09/02 lU/U9/02 10/09/02

Methylene Chloride µe/L <5.0
<5.0
<5.0
<5.0
<5.0
<5.0
Acetone pi <50 <50 <50 <50 <50 <50
Chloroform µe/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2- Dichloroethane µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2-Dichloro ro ane /L <5.0 <5.0 <5.0 <5.0 <5.0
Benzene µ > <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
4-Methyl-2- entanone (MIBK) µg/L <25 X25 X25 <25 <25 <25
Toluene µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Ethylbenzene µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
X lenes, Total µg/I. <10 <10 <10 <10 <10 <10
2-Butanone (MEK) µg/L <25 <25 <25 <25 <25 <25
Trichloroethene µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Tetrachloroethene µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Carbon disulfide µg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Chloroethane µ g/L <10 <10 <10 <10 <10 <10
Cis/trans-l,2-dichloroethene µg/L <5,0 <5.0 <5.0 <5.0 <5.0 <5.0

Aniline µg/L NA NA NA NA NA NA
Nitrobenzene µg/L <10 <10 <10 <10 >10 <10
N-nitrosodimethylamine µg/L NA NA NA NA NA NA
Phenol µg/L NA NA NA NA NA NA
3 & 4 Methylphenol µg/L NA NA NA NA NA NA

H Std. Units 5.96 5.75 5.30 7.2 7.4 7.3
Specific Conductance us/cm 148.6 313 158.9 131 129 126
Oxidation-Reduction Potential millivolts NM N1% 1 Nb1 88 80 87
Dissolved Oxygen mg/L 2.22 1.51 4.36 NM NM NNI
NA = Not analyzed
NM = Not measured
P = temporary piezometer adjacent to pond
S = temporary piezometer adjacent to stream
SW = surface water sampling location in stream

Chemical Analyses of Groundwater and Surface Water from Perry Creek Tributary at Cheviot Hills Golf Course (2002)
Mallinckrodt Inc., Raleigh, NC
ANALYTE P-1 P-3 S-1 S-2 S-3 S-4 S-5- S•6 S-7
I S-7 Dupl. S-3 S-9 S-10 S 11 S-12 S-13 SW-1 SW-2 SW-3
Date Units 09/25/02 09/26102 09/25/02 09/25/02 091251U2 09126/02 09/26/02 09/26102 09126102 09/26102 09/26/02_ [_09/26i'02 09/26/02 09126/02 09126102 09126102 10/09/02 10/09102 10/09/02
Volatile Organic Compounds
Methylene Chloride µg/L <5.0 <5.0 9.9 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Acetone µg/[- <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50
Chloroform ge/L <5.0 <5.0 5.6 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
1,2-Dichloroethane gg/L <5.0 <5.0 35 <5.0 <5.0 <5.0 <5.0 6.1 <5.0 <5.0 <5.0 <5.0 <5.0 12 <5.0 <5.0 <5.0 <5.0 <5.0
1,2-Dichloro ro ane gg/L <5.0 <5.0 39 18 8.1 <5.0 <5.0 10 <5.0 <5.0 <5.0 6.7 <5.0 16 <5.0 5 <5.0 <5.0 <5.0
Benzene 4g/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
4-Methyl-2• entanone (MIBK) gg/L <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25
Toluene gg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Ethylbenzene gg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5,0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Xylenes, Total gg/L <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10
2•Butanone(MEK) Pg1L <25 <25 <25 <25 X25 <25 <25 <25 <25 <25 <25 <25 X25 <25 <25 <25 <25 <25 <25
Trichloroethene pg/L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Tetmchloroethene pg1L <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Carbon disulfide µg11. <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Chloroethane gg/L <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10
Cis/traps-l,2-dichloroethene µGL <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 15.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0
Semi-volatile Organic Compounds
Aniline Pg/L NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Nitrobenzene 4g/L <10 NA 85 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 QO <10 >10 <10
N-nitrosodimethylamine 4g/L NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Phenol 4g/L NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
3 & 4 Methylphenol pg1L NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Field Parameters
H Std. Units 5.96 NM 5.54 5.51 5.79 5.94 6.18 5.80 5.48 5.64 5.71 5.60 5.68 5.75 5.30 7.2 7.4 7.3
Specific Conductance US/cm 148.6 NM 151.3 161.6 327 375 309 152.3 146.2 132.1 137.2 141.3 283 313 158.9 131 129 126
Oxidation-Reduction Potential millivolts Nh1 Nh1 NM NM NM NM NM NM NM NM NM NM NM Nb1 NM 88 80 87
Dissolved Oxygen mg/L 2.22 NM 1.59 3.70 1.70 3.13 6.70 : 4,17 1.34 1.69 1.40 2.24 1.45 1.51 4.36 NM NM NM
NA = Not analyzed
NM = Not measured
P = temporary piezometer adjacent to pond
S = temporary piezometer adjacent to stream
SW = surface water sampling location in stream

Chemical Analyses of,Groundwater and Surface Rater from Perry Creek Tributary at Cheviot Hills Golf Course (2003)
Alallinckrodt Inc., Raleigh, NC
Parameter Units C 2L STD S-14 S-15 S-15 S-17 S-I8 S-19 S-20 S-21 PP-22S PP-22D PP-22D
10/21/2003 10/21/2003 10,212003 10,21 /2003 1012112003 10/21/2003 10/21/2003 10,21/2003 11/1012003 [1110,1603 11/10,'03
VOLs
by-CFA

- utc u arlo0e ) lig IL 170 < < < < < < < < < < <
Acetone el - < < ru- < < <10 <10 <10 <10 <25 <25 <
13-Dichloroctlict c IU - <1.0 < < < < < < < <I.O <
Vo

<
Lo
1 oro orm w7 <1.0 <1.0 <1.0 < 1.0 < 1.0 < < 1.0 < 0 1.2 4.5 _
- is oroet ane 1 <1.0 < 1.0 < <1.0 <1.0 < Fu- < < 1.0 < 1.0 < <
- Ic ow ro ane

L 1 <

- < 1.6 < < 10
<
<
<
< 1.0
<
<
<
rout IC Orolilet ane 1 < rT < < <1.0
- < < < -<IT- < < --<ru-
ctrac nrou cne 1 < 1.0 < < -<
r W- < I W- < F U- < P F- < < FT- < FU- <
i oromct Lane
et ene e 1 on t jr <5.0 < < < p. ---<TO- < < < <5 0 <5 0
nc oroet ene jr P,/L 28 < < <T.U < < < < < < 1.5 < <1.0
I uro cnzene < <1.0 < < < FG- < < FJ- < -<T. U- < FU- - <
FJ-
cis trans - Ic orouc vwL 70 < < < < < < 1.0 < < 1.0 < <2.0 <__
ar on Isu tide <1.0 < < = ---<FT- ---<FT- -<1.0 <1.0 <1.0 -<170- < <
- oroct ane
, 66 < <

--
- < < --<TiY- < < , < 1.0
<
<
<
cnzene I <TO < --<TF- --<TO- < l.o < _ -_7FF- __7FT_ _-<_F5-'- _7RF_
cnzene < < <_ < < 1.0 r.T- < < T <
t 100 <
- < _7FU_ __<TU_

tAylerics
Y

V/L
530

<TU

<

<

<

<

<

<

< '

<2 0

<
2.0
o ucne ., < < < < < < <
ty
Aniline I <20 <20 <20 < --<77- <20 < < < __7TT_ <
- Itroam Ine i A A A < < <
i nra nzene 1 < < < ___ZFU_ < < f U_ < < < RF- < <
• nc I oro cnzene 1 'L NL NA A ---<TO- < <
. -m[roso unet 1 amme I /L 0.0007 NA NA NA_ A A <10 <10 <
exac oro uta nine P-91 044 NA A < <10 <
ct [ trio 1 / A A A <10 <10 <
Zeno PFD < < TO- <
total Organic Carbon men <
nurgamcs
Isso ve ron ( IcIt L 0.3 ml
anranese le It
. mmoma- /L NL
M NS NS NS NS 0.075 0.043 <
Su ate
NS
S
___NS
NS
19
<5
0

LLLL
ate- . -
,
le araute ers _
-

p
su NA _bU 6A

--
- 6.1 6A &J 6A
Specific Conductance 1, s/cm NA 2ju Tcu 20o 200 ISO g
remperature °C NA
Oxidation Reduction Potcmia my NA
----
-
Dissolved Oxygen mg/L NA TIK 1-25 1.47 3.41 0,85 1.23 - 3.21 NM N,% N111
turbidity NTU NA
• North Carolina 15A NCAC 2L.0200 Standard:
•• NC 2L Standard for 3-nuthylphenol - 35-0 pg/L and 4-methylphenol is 3.5 pg/L
NL - Not Listed
NA - Not Applicable
NM - Not Measured
NS - Not Sampled
Dissolved iron and manganese results obtained using Chemetrics field test kits.
Bold typeface denotes a concentration greater than the NC 2L STD,
or greater than the PQL it ro standard exists.
S - temporary piezometer
PP-22S/D/B - permanent wells
RESTORATION PLAN FOR
CHEVIOT HILLS
GOLF COURSE
STREAM AND WETLAND RESTORATION PROJECT
STA 10+00 TO STA 41+70.37 (MAIN CHANNEL)
STA 110+00 TO STA 114+59.13 (NW TRIBUTARY)
STA 210+00 TO STA 211+38.35 (NE TRIBUTARY)
WAKE COUNTY, NORTH CAROLINA
PROJECT ID NO. 040607701
NC-EEP CONTACT: JEFF SCHAFFER [phone]
SURVEY PREPARED BY
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INDEX OF SHEETS
SHEET NO.
2
3A-3B
4A
4B-4C
5A-5B
6A-6D
S1-J/
P1-P2
DESCRIPTION
COVER SHEET
KEY SHEET
EASEMENT AND BUFFER WIDTHS
VEGETATION NOTES
VEGETATION DETAILS
TYPICAL SECTIONS
DETAILS
SITE PLAN
STREAM PROFILES
ESP Associates
PA
,
IN TRI141 ROAD
RALEIGH, PC ZTWT
LOCATION MAP
PRELIMINARY
NOT FOR CONSTRUCTION

PREPARED IN THE OFFICE OF: WENT: PRQECT
lwal :
Kimle
-Horn NC-EEP
y CHEVIOT H1LLS

wrt:
a•w .x
x?m en and Associates
Inc - INK

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P.O. BOX 33068 - RALE1CK NORTH CAROLINA 27838-3068

P'? (?? ?'' NO
FAX- (?) ?'2QM

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STATE OF NORTH CAROLINA
TYPICAL BUFFER/EASEMENT PLAN FOR RESTORED STREAM
FAIRWAY
EDGE OF
I AL N'
SEE SHEETS 4 ? 5 ". .y
NOT TO SCALE
DIMENSION WILL VARY BASED ON CONSTRAINTS
(LE SEWER LINE, EXISTING TREES, GREENS, CART PATHS, ETC.)
BANKFULL BENCH WILL BE MAXIMIZED WHERE POSSIBLE.
-BUFFER WILL BE CONTAINERIZED TREES, SHRUBS, AND
HERBACEOUS PLANTINGS IN AREAS OUTSIDE OF PLAY.
BUFFER WILL BE CCNTAINERIZEO LOW GROWTH SHRUBS
AND HERBACEOUS PLANTINGS IN AREAS WHERE PLAY MAY
CROSS THE BUFFER. SEE SHEET 3A FOR AREAS WITH LOW
GROWTH BUFFER.
FAIRWAY
OF
KENT
PRELIMINARY
NOT FOR CONSTRUC110N
PREPARED IN IH E OFFICE OF. CLIENT: PROJECT:
Kimle
-Horn NC-EEP
y CHEVIOT HILLS

and Associates
Inc nTLE

Ni. emm-L 1e9..puv..,N N. cm-,, P, eugre _pc I,r«,, - -'natrvmnt of -, b Mlndk mly M N. L«idc pvpor and tliwl
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EASEMENT AND BUFFER WIDTHS

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P,O, BOX M068 - F?E?t N )RTH CARCILM
27e38-
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PhIONE (81W 677-2000 FAX (818) 677'2050

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011785017 3
J _ I
/ NORTHEAST M13UTARY
AM CHANNEL DEPTH 5.1'
+ 34D' ON BOTH SDESTREAM BUFFER
NORTHWEST TRIBUTARY
\
'\ ( AM CHANNEL MID1H 7.1' 50' EASEMENT FROM NEW
TOP OF CN BOTH
+ 30' (TIP.) STREAM BUFFER % SI
DES OFBALL STREAMS
/: - ON BOTH SOES ,?\ I J
MAIN CHANNEL
AMC. CHANNEL WIDTH 47
t
1 ?Yy? +30' (TIP,) MOODY STREAM
^ IF J. \ BUFFER ON BOTH SDES
?7
?0
t,
l EGENr1
-?- EASEMENT /
® UNRESTRICTED WOODY BUFFER
® LOW GROWTH WOODY BUFFER \
WETLAND A. 10' BUFFER
GRAPHIC SCALE
100 0 m 100 7W ?f v
(ana) PRELIMINARY
NOT FOR CONSTRUCTION
mmu+m IN nHE mx[ OF: CLIENT. PROJECT.
Kimley-Horn NC-EEP
CHEVIOT HILLS
Rv... avsu. am a.m rs
® and Associates1 Inc. R»?
tna a-t toy.u-.m m. ?.At. oa a..p?.tb n..,, w - -.wm.,t Of ,..c., a tit.a oi1 mr a.:-? P.O. BOX 30068 - F1AL5G
u,r- .1 ,. --- maam aa,t e* EASEMENT AND BUFFER WIDTHS P
Oa n p' a A-- ,r ma Mpwe .aa.' - ma aamm- t .?mwt . tt- W MmZlI- ma .ammuon by Kiury-Nnn ma A-t., I{ NCtR1H CAFiOLNA 27636-0088 ovum cvotW w o aar ¦,u
uorvht ice. merAmaK oia ti., 2W5A auwa> ?` PHONEt (91D) 677-2000 FAX: [phone]W sex W 011795017 3A
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED PI ME OFFICE OF: CLIENT. 11 21 04 PRCECL•
Kimley-Horn NC-EEP
cHEVioT HILLS
NA
® and Associates, Inc. TITLE, JK
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m?. aow.-t tw.u• .Rn u..oM.o?? ae a..?? y.»,t.a n•.,, d m ti.wm?t or .•:ca n =pt o,ir n. u. x-nK wro- ma d»,t ?7(7G? ONP
• w a n .- a nN- .r me ?w?• ? a a uh a? . t .iao.t •nm wuwm m • a ta. er n rvrrx- •a wa aus P.O. BOX 33068 - RAL EIC?{ NORTH CAROLINA 3068 KEY im`rvnt K+ *e K?anrern:?-on.t- k- 2005
.rwm ionn¢ w o w.ma aar ua
t.a h.. PHONE [phone] FAX.- [phone]
gA NRW 011795017
Buffo
L'.ratrk.d Woody Buff, -(Arta o.nide f,- p.yd 'Ibis em win I— bole arm
mak.o ...... ep fu heard edraoo to duwd or dy g taw adrhub.
Lew Growth Woody suffer • Area dwoco-se pley will be enentged based on be
m.keenence guidelines ebbUMed to dic mui moo plea
BARE ROOT,'CONTALNERIZED VEGETATION:
1. General: 1. order to nubgsh ngmvia mina-era-w"A.-hers
b.ok&U bnchm W I pea, b- and coutm.,med ,g- will be
premed m shown on the plans or required in the Special Cooduious.
2. MACrAIL
A) Initial vegetation material will be pmridd by the tmaruw. The mma.vw
is repm-ble for cmrecby walling W mameneerg mgm,cm material.
b)Vegnadoo mutual will mnwofb-mM em adtush heal
mnninmed bus andlor shrubs. Coouwnmmmel will be ne gLartgall^ and
thm.gstlm plod. cmuiom. Vegetation to be installed to near shown w he pin
labeled 'Unrestricted Wendy Bache mclwka, his is but liwW n den b0mwkg
d. inau0awn
a) Soil in the area of shrub sod tree plwhngs shill be looscucd to a depth of at
Ia-I Inches.
b) Ben motvegetaam my be pkwd in bole made by a m-nck, or other
ems appro dby F.S.-Prnjcet Maagm. Rowmckshall be pleotdin
a vertical positive with the rout collar approximately %, inch below the wil
surf-c. The pbrting trench n bole shall be deep and wide emughso
permt the rots to spread out and down without I-okog. The plans stem
shall ranarn upngkl
e) Soil shillhe rtplxd and thebwplao.d regmdm and bmpd
round the shrub or bee firmly to eliminate wpmkma.
The fdiauing sp-erg guwhoe. ofm"cd shrub and ben are p loot in the
U.wiogtable.
sorter 5 vies .Pee l.km A
<I toe roll
Shrvns uM trcn 10.17 A 6.11 15.25
. >ISflbd) pnISA 4.15
LIVE SLAISS
Live nukes Ins to be walled m "psed.-baoW mbuifoll d"moo aflbe dnigmd
uterus. The awn N to be walled at . demig.f2so a five Make per Igara yard The
species in be used for her ruWs a listed in the follmvng Spam List The Supmumg
E.,.-.saves the ngW to men any 'sukn• thermwme. be above mmt..d male
The Co.-shed replace M-d week at no ddi sx w "M rod. owner.
Live stake. an m be dormice (,. fall or wwerb and gamanik .Uy orp=baw bus a
nom- .1 w robe"..
COLLECfIO16TREftRATTON
Stakes most be baby at with tide knwhv .arrd,boowith bark latort (a-
tattle bark la not stripped d.mg the eom.g, prrpando. r bloWtlees of the Make)
Ceilings are b be nkanaE.slq a taw IM an as).
OM and mM be ml m be ..gl. fir Weros.I.. the and. W the ether be see, nara
lee tapping
Cadap sabot be kept herb ad malat prior as an d-
Canons. moat be prepared low b.5 on Uses die-., swk and appresbad72 M]
feast 12 kogth.
UNRESTRICIED RFPARLIN BUFFER
Tnnl
Bush mgn In—biwh)
Cory. .(bittern-hukry)
Carys poem (ablgbark hickory)
Cshk le-gm. (sugarbo ry)
D-py- or- (p,--)
F_P_'yt_.a Ig_ ash)
Jog" dgre (black wMsa)
L.imde.bm eJ4.f- (yellow ppler)
Nyaaayfna. (bl.ckgln)
PI. -_sdaodb(pammr)
Pm-arasrvdw (b" chary)
Q-rar a6a (whin-1)
Qunev./drum tar./dew (Swthera rd w)
Q•-•-yaam m.pagodWda (mberybarha k)
Qu-ne ( (.,-p ak)
Quwcw -kAuedl (.soup Ib musak)
Quecw.We(a.--k)
Que'r-sphades (Win_ eak)
Quwourubr. porthere redoek)
Qnwassh,wvYi (Sh,aard N)
Sdk wale (Meek willow)
sknb.1
Akee.rule. (bog Jda)
Awals o,arba.. Serrirebery
Arew wkAkka (tad mokcbeery)
Asww.dw5[ (eommn pa.pw)
Carpi-u ewfim a (imere-dl
Corane error- Dilly dmgwo-q
Cryla awn"- (h"-)
Hwa,dk rkgim- (wecbdw.q
Lwden be som (.pioebab)
Megwl,s aaami(uelec" i e)
RAomdndrw rwaer p.amp.al")
swebrvs--d,-(eld-bo y)
S,wpfom. bsawk (.a-ka0
Yiaa.-w deaaba (Swrhm enoarirood)
.Geduehtarwp6d-i-s (yJmwmoO
G
CL
•-4
Ln
'V'
N
Ln
0
0
N
n
N
e) Vegebtiee-be maWled k arcs shown on it. pier kkkd'L.w Growth Welly
Better' b cladn, but is tam b=,.i satheb0o.kg
RPSPRICTED RIPARIAN BUTTER
Sknbal
Ale-mwnfo. (kg ad.)
Canty awsrw (a;ny dogwood)
trod-wbawok (picrhwh)
Sorb---wader o, (cidebmy)
.P ndrakm ewplinsri-a (yeLkra-)
Ht=bi
Ar+mme..yeAya-r 6a1,4wm-wtpv)
Awlemsadws.een (swamp milkweed)
Cara- (fringe tldgr)
C-ekoww-s(bladder cadge)
Cana hpwa (hop sedge)
Cara head. pad sedge)
Cara a"pab (bum mdg,)
C-alriw (--it sedge)
Cora sdpiwokoo (b. sedge)
CAd-wgtbe(berdb. )
C)pw-.-grow (,mbeW edge)
Llyea-ky,atr (boodehr-h w.)
t.P.-Nw-w, ()x-py-ed)
Emes ere•-P-fi h -r (bonus)
4prd.-"peed. (jewel-weed)
law '-(soft rush)
Leek-Imdae (nee crop.-)
L-baha.mdowa. (".Lost Sower)
La .A..wAL,d-(psatbi-lobular)
L-Swx. eL-f 1. (bushy serd..)
P..k.w wpa,w (awucbgrw)
Pdygww raguesaw (teth,ab)
Sdep-amvanl (grec bkleh)
Se.p- aw-I,mlae")
Sdp- rdd- (soft nom buhuh)
Sp-ronow, ..kmww (b- red)
Thelypr. pd-wk (mid lea)
Uwd d.gkia (rives "n)
Prom mrdwnr-.( weep
N
h.D-edou
3.
y Pkmdng sW too plboa in weer. Immediately 60awiogdch cry b
the poj-site, ali phew with bare mMA If not purply plmd,Mall bbnledu
eamnmlymoistmilornrd-kse.."i, now-co epmdiegm
generally -pied Damalnaal paroles
b) WTdc planar with been mote n being bamporecd in and loom heeling.
in beds, or are being distributed in plmtiog bode, or-awJting plan"
after dktribuarq the catr-bw shall p vW the pima from drymg out by
mama of.n anros, bwlap, a sow, or by Mho men. a..epuhle to
Fngim".ProjW Manager Wappnn -e se wmher modoss and the
Imgtb Of time the roots will remain ml of the gmmd
s:1
0
CU
L
U
14
0
Ln
rn
wn'1
1-4
O
CL
Shnb W Tre[Tra spt-.
L General: Vegmdw tab bwp4md will be itheatified by he
FaginemProject Manager. Shrub and ben Ina don I mabn be &.-.ban be
aJngd poi. to tam d[sigon.d f-mmbutiae,.cma ,me, and oth.
that wd1 necessarily be disuatted.
2. wnWba
Q Tramplosud vegetation shall c tefdly be moavaled with ninth" W
surro,mdIng soil mmawng intact Care that( be giro tad to lip timber or
both loom the shrub ad new tmspkWa Vegebbos should be transplanted
®dwcly, if p.Ybl. Othmwu4 tranplwtd vegmdm shall be
emefully transported to d-g." st-kpil. mete and haled-m
conmdy moist rod or sawdust ne an acocpable moment appropriate w
wather or acumalcuoditi- The solidity of the plants M.B be "nhllly
preserved
b) InsbOatron of shrub and fin trmplams shall be located to daitnmd
areas Jung the sbambok above be." el-stioo or . Wdpl.m
raeorww men m thread by Engioc./P p l Mwger. Soil o the w
of vegmtr.n trwpLob sW be beamed to adcph fat least 1 gust Tbi
is only naeseary on compac¢d mil Ttampinm shag be mplentd to the
same depth u they were originally growing. The pianbg bench or hole
shall be dap and ride mough lopnmg the roots to spread M and dun
withow l+ook.g. The plan Mete shag ¢mau.pngk
e) Soil shill be rplamd arced the transplanted esgetadoe end beeped
ward the shrub or ken fnmly to dwwte an porkcn
d) Spcingof-Sam trsespi-%wdbddermi.ed-.bythe
Fngmad Pmj"t Manager.
PFRHANENy SEEDING SPECIFICATIONS
Permsemt aedbs will be radio eombibodoo with woody plmb,ga on thepwkp we of
theripvio arees and don to the 6"" tkvmim Permaemrmtog"ll ow-m
.q--rob temporary -ding b- applicable. Thin mkun will also beard as any
terrestrial (era. tam bmdatnd nparom wdui her b®drab-1 byeo-- ss
dmignnedn w-Imd sedla npmiu->baaement arm dvmelb/ EagmeaMojm
Manager. Thu mixeme sbR be plmtd in Wes fall es mob-web the temporary
opmtion W woody plain maulluie". Seeding Mould be daramly.rerthe ma akga
mnbw W m hood seder. Adrag Mould be need bnmvit, ndwith be meet does, 'A aah
.fsei4 Wbwathag nmorafnybrkliaQ tbacdshouklb roved hyhmlraliog
sadbcd Pr , ,-
On am, eb.o equipms e m be operated Wry. the soedied Mall be adequately
Dikk.g may be needed to area what sod us m-F--d S.ep banksmy tgie mugbniog
either by hid swifyug or by equipment dtpmGog - k. moStims. EngioraRmjo.
Mameger willdmamioe -,Li- needs mute. Us-diogktrm ®ediesely k,0owkg
pobo -boa.- Ued preWaYeo nay rot be milked aapmmmprmtipolishdor bmNy
ea area Upeem-aA eeedrog's pvfamrdm woly tiro rGh tagv.yamlieg,amebd
prep-adm only -& m be amwNmx
sawn.
Arip.-aced role M the rat of -A 6 per 1,000 q B or 104 per th.0 bud it.
idiot The bllorimg fable liar herb-ma, perm..-g eeedmia.e kbckd 5iprise sad
oYs'
Co.-. New Sckemlr now
Pi'e
%
-'7 son
Sal Res! mom e.- 10
Demos P-,ir- rlmd.rn-on 10
Swnen a Paavw S0
weed -wwMmvnvu
Stun Swduwer flnwnr r 5,hw S
la .Weed E-amrn-lu-loon S
I. R.mmmmded Naow Plain Species f- Straus Rabadmk Nu16 Carolina, E.m Naa.
NC Strew Res-ob I--NCSUJanney, 2001
[INSTALLATION
IosW stakes the raw day the an prepared
Start tae Wtalltlest bareat W the stream and work op the b.hlk-dplai.
C.Idn. mMb l.etelld eight side rap wish the be& pointing epmA
Calling. As uel be umpd Inn W peered at right-gal in the steps W -glad
dewentrnm.
They are to be tamped her she pooed b eppnJm tety r of 4tr k.C L
Cetd.p that put orbseme•arakroomd' mM brepl-el
Stakes en to be yard nth that then are 2 he 1 Mayo per square yard
Stakes ahoold be batalkd In a random n.bgentba era prerneguUW ed prostates, a
men umral effrd 1. she nwegwmd are.
UNRFSRTICfgD WOODY BUFFER
U- Stakes permit Cum
P. Ia dchnl"
l2ons2l)
9-25
Serb. v, 50
hem- ems bus
u -2
Y,nmmam da"nm
ortow woos 0-25
LOW GROWrEl WOODY BUYFZR
lee bnkn pervne on
sou. Carwea.u I
seems -k.-
SpeJos It.te (b/one)
Nlw (Sale rreYa) 20g Ins
B-top NnN (P-h.- ranawan) 7=
Sell -wanknab
Fabe nmwm ..f ad Me • annoy 2.000 ge/me pwaN
wgrWhA hwMww W 750 6/am 10-10-10 F.111-r.
seA"
hear flood --.low Ait era. by eaap .m .peat Muq
M
r e .Wes ebq taLL A t N6 .oar M w.wty ebdpl now b
oa.d r ..edm -1 fad
bktw-
g.hrtnn It wMe k wt boy ebprm. Rrrd. refrtmn W Nakm
b-ednby hapkg wow. r Amer dwmp.
Note OrurY w ma be MmRMrd sw ngeeed dept wltM 20 awbp del. bsoMg
m,pNtks M ant lbee of p.Ckp.
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED N THE OFFICE OF. CLIENT: bTh
PR0.ECT:
Kimley-Horn 11 24 Og
NCeEEP NA
N A CHEVIOT HILLS
MAW "-0 ere and Associates, Inc. TITLE JN
wth a>gma p-tsd1 brw, os an hamsrant of a-..., is Inter er
mly r ma m-ik purpor and rivet OMP
ml ens ant toar.err ty te cm riff orb a VEGETATION NOTES
for .elm n win p d Rmn tai -a kpreor rw?ann m Ina d. -- Immt -,itw wmwlxoum and =t. - b Nora. Ran od A-w;.ta P.O. BOX 33088 - AttADa Nwoa w asa lame say mesa
In. y y' RALEICF{ NOFifH CAAOLFIA 27638-3088
k., ma be wmU i?miay t. gusty-Horn and Aamr-ter
Cwrlgm K by-Nom and Aemu.ta k., 2005 PNONEt MV) 677-2000 FAO [phone] SEAL- 011795017 A
F_
BANKFUIL
WATER'S BENCH/
MT TOP END
GROUND
LATERAL BUD R
x SURF'

BARK RIDGE >7
S+CE BRANCH
REMO1w
? E
o
1 SEASONAL
BA TABLE
AS• TAPER
BUTT END
LIVE STAKE DETAIL
NTS
UNRESTRCTED ZONE
NIS
CUT OR
T LINE
LEGEND
BARE ROOT/CONTAINERIZED
LIVE STAKE
EXCAVATED MATERIAL
INSTALL WOVEN COIR FIBER MAT
OVER SEED OR S00

. / ESTABLISHED IOPLANT N ONLY
?? FOR Ni0RYA11CN
,e
BLAN
CH/
WATERS BENCH/
INSTALL SPLIT Y X {' X 30' EDGE FLOODPLAN
L SLOPE
DEAD STOUT STAKES PER SPECIFICATIONS HERS SEED04
OR STAPLE PER MANUFACTURERS REQUIREMENTS
SOIL PROTECTION (IF FIBER MAT USED)
FABRIC TYPES '
.•
a TEya A CoIr
T
0 Tpa T Ca PLANTING TO TOP
e Pyonal ?. OF RP RAP (TYP) -

30' LIVE CUTTING (DORMANT) ',FASTING
GROUND LOW
NOTE: FLOW
IF USING WOVEN COIR
FIBER MAT, INSTALL EDGE OF CUT
LONG STRAW MULCH
BENEATH MAT.
02?
LIVE STAKE (IN EARTH) .1
NTS RESTRICTED ZONE
LOW GROWTH WOODY BUFFER
,h.. aaA„m
b a*M II
Mc, awY 1
IC-Fight 0
t, na aniy., w.,mlaa n.e.n a.
nvn an0 Aawcntq Incia aawm-
Inc, 1005
PREPARED N THE OFFICE OF.
Kimley-Horn
CHAR-? ??a ® and Associates, Inc.
'nlmdN _'y b NCH -l fk PrPVa cM dit
. ma waptat an EY X_ QrH V ma A-tM P.O. BOX 33068 - RALE)GK NORTH CA RCLNA 27638-3068
PHOAB [phone] FAX: [phone]
NC-EEP
VEGETATION DETAILS
STREAM BUFFER DETAIL
PERMANENT/TEMPORARY SEEDING
BANK PLANTING ZONES
NIs
.. l- m. PROJECT:
JK
PRELIMINARY
NOT FOR CONSTRUCTION
CHEVIOT HILLS
1o ¦A?e NQT NN?II
011795017
O N+OKL EDC! - rdTRA - TC
PROrOe YTLOTH -'HY B EDf! Y
SNCm ON PLA+O SEE DETAIL TWO PILE.
07 6,PEB PLANTING
O (JWAAAXA+ RrLAT6
O O-MLCN LAYER
O 6- DEPTH TILLED/AMNDED 60L PEI!
6MCRICATI-
O *00T BALL
-N DANDY I SELL DRAPED 60IL
CO.ff-
OET TC i ACE ELEVATION CP R00TBALL
FLUSH WITH FNOL EXMTK. WeAOE
-N HEAVY CLAY / PCCRY DRAPED 6 1.
C Ma OET TC i6 ELEVAtION
Q F-MALL YA - N CP IYbTBILL
ABOVI FINAL EXATG GRADE
O EARREN 6AMCER
O EXCAVATE T TO I M& M WDM Q
R00TBALL 6LAaR 61DE6 OF T 60
THAT MCE6 AH NOT 6nWM4ARD.
O BADOLL WM 600. MR
6MCr 111
Q LArYtR a-MAm.
-R9TO9 TOP N A ERE ? 61LL
BAN¢T OR FOOTBALL 6TRAM..
REMD.2 ALL 6YNMTO ITRM
MATERIAL N ENTIRE FOOTBALL
-RQtO2 TOP NA A B N=T
BALL CO.EI.NFA REMONM ALL
a-INITTO COVERNi P%M ENTIRE
R00TBALL
Oj CGHT N . CIC9N PIATERIAL,
R`vl N ENTIRE COrt m PRIT
A-kV PLANT PRIOR 10 PLA.TN]
O6 P A-ITBALL p ban
6.BCA.ADF. NOT LOOM BAO74
MATERIAL
O UDMT-W 61iGRADE
TYPICAL LANDSCAPE BED PLANTING DETAIL (SHRUBS t GROUNDCOVER)
NOT TO 5CALE
TREE
[ rJ I Y MIN. STAKE
T ABOVE
PROTECTIVE BARRIER- am
P?lI?I .: r?,,: .[
RICO V ??ry-... _ I -. l?T I.iN LL, ELI I IIf
NOTE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AM A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLllR.
DRIP LINE - THE AREA CE SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT M
THE LIPS LY THE OUTERMOST BRANCHES
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-08
NOT TO SCALE
DAF 2
nr. r
6
P?
(D TREE $MAP
O] TREE nn Wa - ADD TIAREUCNLE6 P
rECESMRT TO 61ABfLRE TREE
TREE cWTINO 6TAKE
Q MARWHG R.AO
-N 6.X051 YELL DRAPED 60A fAORfAb
KT TOP NRYE EL O R00115ALL
RLNI IfIH FINAL EXiSTIl<i 6t W
-.HEA Q
1110 AT 1 PCKKO.T DRAINED 60L
FIN E 4CS CE Q R FOOTBALL
CRORIpM NH
YEN ABOrE FINAL IXI6TFG CPADE
O EART EN EDGER
to D-MLDN LATER
O EXCAVATE PLANT OG T TO 6 TM& M =TM
CP R]OTBALL f6' MW RAWM 64DE6AT
Y 6NLVN EGRET 60 6 Q PIT w THAT M
61DEA ARE LOT 6rO0M QR f1A=.
oO BK1FLL WTW SOL PER 6PECPICA.TK
® REMOVE TL N CP URe ROOT BALL 5460ET
CR RooneLL G1 RTnRE ALL
IAN. m 6TRAw MATERIAL Rix` ENT6E
ROOT BALL
O REYtOVE TCIP 6/4 a B04v ft O BALL
Co.ERP4 REIYA£ ALL SYNTHETIC CO RFG
FRIAR ENTIRE RPOOTMALL
O PLACE RPm GIN ban 6dcRADE - NFt
L0. BADOLL MAIERAL
ou "MILRDW as-Ave
bQ=A
t REFflEH6 6MCEIGIKW POR ALLOOL
Phi
TYPICAL TREE PLANTING / GUYING DETAIL
(FOR 12'-20' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
?•? CROWN OF TREE IS NEEDED FOR LEAF
V GR WTH TO PRODUCE OXYGEN FILTER
THE AR. REDUCE WHO. SOFTF'N NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE.
J 1 DO NOT DISFIGURE CROWN NTH
INSENSITIVE PRUNING[
I I
1 I ORIPLINE
. ?pp?IAA A?1?
ELM
\ J
STRUCRIRAL ROOTS
iRUCTINAL ROOTS LOCATED
FEEDER p00 HEAR BAY OF TRUNK ARE
FEEDER ROOTS ARE LOCATED NEEDED TO GIVE SIJPPORT TO
ONEO
AT YNIPLINE' OF TREE ?N TREEENTIRE CANFN TREE L F Ah0 O REMALA
GE
AND PROVIDE TREE WTH
MOISTURE AND NUT TS SEE NOTE ry. I i NOTE R
SEE NOTE 1 i NOTE X N
TREE PR^r^^^++ n ImN . cNC .. neN
1. 00 NOT COMPACT SOIL BENEATH TREES NO VEHICLE SHALL BE ALLOYED TO PARK
UNGER TREES NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES RESULTS OF
COMPACTION CAUSF WATER AN0 A1R NOT To REACH THE ROOTS AND THE TREE
CULL OE THESE i _EONG ROOTS OCCUR WTL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARN NTH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECRVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCUUNG DURING CONSTRUCTION.
2 NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK THEY ARE ESSENTIAL N SUPPORTING THE TREE AND HOLDING IT
UPR-CHT IN HIGH WNOS. REMOVAL OF THEY ROOTS ALONG ONE SIDE IS
OFTEN GONE BECAUSE OF A WALK. PAVING OR BUILDING W6CH IS BEING
CONSTRUCTED.
1 AVOID CUT AND FILL WTHN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-09
NOT TO SCALE
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED N THE OFFICE OF. CLIENT. 11 24 04 PRO.ECE
Kimley-Horn NC-EEO' CHEVIOT HILLS
and Associates) Inc. ntLF- JK
MI. 6a -t. IRR.N.r wtb N..-t. and C.NR?. R-.nt.d I,-. a CPL M.I-wt PI .RMNN I.
canW d aIy M N. yT[ik PXDAN a6 tl'-.t VEGETATION D R
ra WId n .R- wrya.e. R,..,, ,F d a N.ao6R T : W NM "-wt Wltt"t "tt .0-t' m6 maPt.BM, by Xrn.yNan na AmwHAS P.O. BOX 33068 - RAL MI-t NORTH CAROLINA 27838-9088 DETAILS DRIP ATTAaRn Inona w a R.6o6 4C
M[- -4 b. wNal 4mLty I. WmI.I-Nan ma AuxgMy We
uRIHgNt Nm.y-Ew. ae AIata H-, 2005 PFIONEt (99) 677-2000 FAX: (mo) 677-2050
SEAL AqW 011795017
AS REQUIRED AS REWIRED
5.1'
J_-_o_--_-----
L7
NORTHEAST TRIBUTARY
RIFFLE SECTION
STA 210+00 - 211+38.35
AS REQUIRED 2.5 7.7' AS REWIRED
0 ----- ------ -
77
2al x1
5:1
27 ?
1.Y
NORTHEAST TRIBUTARY
POOL SECTION
STA 210+00 - 211+38.35
'NOTE
POOL DEPTH SHOULD BE OVER DUG BY V TO ACCOUNT FOR SEDIMENT.
POOL
RIFFLE
RIFFLE
?? "•• POOL \
RIFFLE
\ POW
AiFT1E
TYPICAL PLAN VIEW SCHEMATIC
NTS
NOTES:
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE 'NATURAL' APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL
17.2'
AS REQUIRED 7V AS REWIRED
NORTHWEST TRIBUTARY
RIFFLE SECTION
STA 110+00 -114+59.13
AS REQUIRED 3.5' 10.6' AS REWIRED
2y o -
10:1 J:1
1. 5:1
---f---------- C----------------------'--------------k---------I---- =.? -------
10.1
5.4
CHEVIOT CREEK
RIFFLE SECTION
STA 10+00 - 41+70.37
- . - ,,
20:1
10' AVE.
------------ ---------------------------------------------------
7:1
n 5:1
OUTSIDE Of
MEANDER
BEND
CHEVIOT CREEK
POOL SECTION
STA 10+00 - 41+70.37
-NOTE:
POOL DEPTH SHOULD BE OVER DUG BY 1-2' TO ACCOUNT FOR SEDIMENT.
NORTHWEST TRIBUTARY
POOL SECTION
STA 110+00 -114+59.13
-NOTE:
POOL DEPTH SHOULD BE OVER DUG BY 1' TO ACCOUNT FOR SEDIMENT.
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF. CLIENT. - PROJECT:
Kimley-Horn NC-EEP
CHEVIOT HILLS
and Associates, Inc. TITLE:
JIK
min. docwn.+E to..u..u In. <?c-I. .,e ems. penik Haws m m R.m,mnl m ...«a 1. iM.d. wy b u. s. k w.v? and di-I ) T I r IL/'1L. ?7GL?VI7 aawo n
br .nia n .o, a? b. Rm o.a N?prm m., aw,m?t .luwt w?un wuui:atbn a .1'r hn by RMI.y-It.. ma A.>xim.a P.O. BOX 33068 - RALECF?
] NORTH CAAOLAIA 27898-3068 M
F4 .ld 6. -mw Ilmiily to ltmlry-Mom ma A`uzgu „a Ap,Vm IpppQ flp o 111 Mt r.q
wor9+t K. -H? wd A-td „a, tors PROW, (m) 677 2000 FA : (819) 677-2A50 g L W 011795017 5
N07S:
I. A STABILIZED ENTRANCE PAD OF 15 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION STE ONTO A PUBLIC STREET.
2 FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE
1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRAOUNG OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EASTING PAVEMENT. THIS MAY REWIRE PERIOLYC TOP DRESSING NTH ADDITIONAL
STONE AS CON04TIONS WARRANT AND REPAIR OR CUEMOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED. DROPPED, WASHED, OR TRACWED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY.
S. WHEN APPROPRIATE WHEELS MUST BE CLEAVED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED. IT SHALL BE DONE M AN AREA STABIUIED NTH CRUSHED STONE WHICH RUINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 3OAIB.
6. MAINTENANCE REQUIREMENTS PER SECTION 5.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PANNING
AND DESIGN MANUAL

ORSn1G RRPA+D - F
,
.. I.UIt STR(Ei
SIX STABUTA-1 FIBRIL
..,, INIXR P WA9WD STONE
.?

? ,wry-??r +r, 1?qr•.......

S
W
h
*A
9
? G. .
?
e
//
? '
J ,
y
i U
)
F
41NPMSW W P
A?Mr?w14TNXi61H•WAi9YltrAMNrr
TEMPORARY MUSMOTION
xn
OF STREAM
STANDARD TEMPORARY SLI
HTS
TOP OF
J r-D•
Y-o' I1 "6)? uAx
(uIN.

T
STRUCTURAL
SEDIMENT CONTROL STONE (CLASS 8)
STONE (15 OR 157)
TOP OF BANK
STREAM 8E0 Y-6?(MtK)
FRONT
STREAM
I YA¢r&E AS I-C= BY ME ENaN[q 1
I
I
B . 10 nA
ll[ 4R[A
i

MN v-IR u
Nrtxx[PArt
xnrtl
PIA[(

FRONT VI EW
SUER NAT
WR+a 4RB treat
I AT IDWS rANK
I F

Ar PA
Y W- gANAp
Af

Y[A6 p mHmHnAlm V

Wqr As
FY ENgWDI
==
SIDE VIEW
• MAINTENANCE PER SECTION 6.62 OF NCDENR EROSON AND
SEDMENT CONTROL PLANNING AND DESCH MANUAL
TO&ORAW ROCK 8L1 CHECK
NTS
MAINTENANCE OF TEMPORARY ROCK SILT CHECK
PER SECTION 1630 k 1636 OF NCOOT STANDARD
SPEO'FICATIONS, JANUARY 2001
NTS
S8
BAP
PRELIMINARY
NOT FOR CONSTRUCTION

PREPARED IN THE OFFICE OF-.
NORTH
CIIENT:
Kimley-Horn NC-EEP
and Associates, Inc.
DUALS
PROJECT:
CHEVIOT HILLS
9.
MANHOLE
?A TOP EL=235.45
ONCA \ x? INV IN=217.37 \ G7
&0, RE?? \ lPV? ?? `??;?? ?` \ t^ w GUT=217.15
77 C(J4 i \ n,
1 l! ??? .''? \
CONC
?0
HEADWALL I ?` ?? \ A \ \
`??1\ \ i
wOOD5 Q N
2d - ?/ N
MANHOLE I }1 ?i \ TOP EL=215.94
INV IN-,203.48
nv 2
INV OUT?Z93.48 N
w
j ( \ If \ \ * _ SS i ?' ART-BRIDGE TO-
lU ( ` 't \ ?\ ?r \ _ _ / i EMAINJ[ PLACE
WOODS
BOULDERS
\ ?? MANHOLE
\ \ \\\\ ?'\-, TOP EL=224.55
\ T` /
/ NV IN=215.99
\ \ •,\\1 BPP` ?S 1 INV OUT=215.81
j l \ \ \\`\\_ ?I(I /? \\..?\\ \ \ \ - - - - C -;'J00(?FOOT?RIDGE' S \
Csz-
/ ? \ \ \ ???\ INV=220.39
C C,
q \ N\/ V \
2? I GOLF TEE I ASPHALT
j (??n \ \ \ \ \ / / \ - - \ \ J \ \ 'y?r
WOOD FOOT BRIDGE \ \
I
\ \ P tTH 4y y \ \ TO REMAIN IN PLACE \
v \ \ G \I?T SANDTBAP
? ( WOODS
\ ? .r
vv v I? -? -'-?i? e v
-E_ - /
6
1 \ \ \ E
GOLF TEE ` ? V \ ?,;?l ? SfT" iocus
0 BENCH MARK I u`" \ 1 JJ I / / /f l \ \` '? -- / _ \ \ ?•? \ - \ J
uwn a casrRUCnar
ROIX CROSS VANE
® TREE WWW -C- PROPOSED CASEMENT
DaSnWG
FENCE PROPERTY LIME CUT PIPE FLUSH WITH BANK.
PROPOSED FENCE
PRDPasw
?NaaR VANE 2'x3'xl' DEEP RIP RAP
-f PERMANENT EASEMENT ® PROPOSED RP-RIP C? POTCNTAL MENNO PLACE
TEMPORARY EASEMENT RESTORAnCN (PHASE N) NOTES: PAD AT OUTLET. 40 0 2D 4D 80
Q
O suurwr sEwMAN. TREE TO RE EIOSTNO WETLAND
Rao ED ------ E%6nN0 MINOR CONTOUR 1. CONTRACTOR IS RESPONSIBLE FOR THE
RR Pp-RAP "31ING MAJOR CONTOUR PROTECTION OF ALL SERVICE LINES.
lcv IM?CAnON CONTROL VALVE ROCK SAi CEtLK - - DUSn nNC SANITARY POWER
SEWER LINE NEE SERVICE LINES ARE NOT TO BE INTERUPTED.
sP SpPNKEER CONTNCL ROOT -AD PROPOSED MINOR CON OUR ( IN FEET )
SO SG,
vRaPOPOSMAJOR CONTOUR
m WATER METER LOG VANE CREU 2. CONTRACTOR SHOULD CALL THE "CALL PRELIMINAR
ECY
ER )aSoSEGD ROCK TREE MOTE.. M.X SLT FENCE BEFORE YOU DIG" NUMBER FOR UTILITY
^ ¢?
-oo- )TiTMRC Rw-RAP -TME- TREE PRDTECnon rENCE NOT FOR CONSTRUCTION
_BPF- PERMANENT EASEMENT CUT AE LOCATIONS. (800-632-4949)
PREPARED KI THE aT1CE OF. CUENT. PROXCT.
Kimley-Horn NC-EEP CHEVIOT HILLS
and Associates, Inc.
., ...,. VCUE ?
E i li K NCfffH
1 ?.
f
Q4 y Q?
t ?? ' I 9A9 ?
Lei
J
/ !I I ( \ 00 10TCONTRACTOR IS RESPONSIBLE FOR THE
PROTECTION OF ALL SERVICE LINES.
SERVICE LINES ARE NOT TO BE INTERRUPTED.
i \ 2. CONTRACTOR SHOULD CALL THE "CALL
BEFORE YOU DIG" NUMBER FOR UTILITY
LOCATIONS. (800-632-4949)
4r / . ?8 00(A
/ ? ?- \ vA \? TFF
1 I
I /
I
ecra MARK Roa cROss vu E uu rs OF cas__
J r / \ TREE -E- PROP. EASEMENT
RIP-RAP INLET 1 ( ! / J EDSTNC FENCE PROPERTY THE
PROTECTION TO / ( T \ - t - PROPOSED FENCE TEA ENT PROPOSED VANE
POTENTIAL WETLAND
PROTECT BANKS I I / / N.N 1 - R - TEMPORARY EASEMENT RESTORATgR (PHASE P)
ENSTNO IEIUNO
AND DIRECT FLOW ' ' / O SANTARY SEWER uA Yp E x ma TO. I... ------ COSTNG MINOR CONT"
4 INTO THE 24° CMP RIP-RAP - W5. MAJOR CONTaR
AOCX SILT CHECK -OHP- DOSTNO OVERHEAD POWER LIVE
IC
PIP POWER POL
IOv wmuna cCNTRa VALVE --?:-- oasTxc swrwN sEWa LINE
RIP-RAP SP SPRINKLER CONTROL ROOT WAO
PROPOSED MINOR CON.
SC 9a PICIPOSED MAJOR CONTOUR
OUTLET WA WATER ME FR La VANE
O DRAINAGE INLET PROPOSED CREEK
to PROTECTION/ ER DIPOSED ROO( TREE PRO.. PFNCF
C) EXISTING RIP M - TREE PROTECTION PENCE
\ /r / / / / / / I moo- -R
BUFFER PROTECTION FENCE ??_ GIi ll+E
°N °Q
C, r-
rrl
o aE
LD E'
C) // // III ?J
.a? sF
m S \ " / / / I Y 40 0 20 40 80
4. D I
C C 2
IN FEET )
SJ T _- - a 1 c PRELIMINARY
/° NOT FOR CONSTRUCTION
o
\ PREPARED H THE OFFICE a: CUENTT PRO ECT.
Kimley-Horn NC-EEP
VtoT HILLS
cHE
and Associates, Inc.
Nom PLAN
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR THE
/ PROTECTION OF ALL SERVICE LINES.
SERVICE LINES ARE NOT TO BE INTERRUPTED.
2. CONTRACTOR SHOULD CALL THE "CALL X< LCrNO.
BEFORE YOU DIG" NUMBER FOR UTILITY
C..IHnON
LOCATIONS. (800-632-4949) TREE MARK ROO CROSS YANE LUUI$ 11
IRE[ -E- vAOPOSE D EASENCN 7
CONTRACTOR TO REPLACE / - EXISTING FENCE rNaR VANE PROPERTY LINE
PROP CE
3. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR WOOD CART BRIDGE PPE
RMANENTFENEASSEMENT PROPOSED RIP-RIP S POTENTIAL WERANo
OF ANY DAMAGE DONE TO THE M NITORING mPgURYEKSN04T ® RESTORATION lau q
CXIS
WELLS DURING CONSTRUCTION. DNG MINOR
SANITARY SCWEA YAWIOIE ? TREE i0 BE REMOVED - ---- C457wC MINOR CONTOUR
EXISTING YA.CR CONTOUR
RR RIP-RAP ROCK SILT aCCN -ON'- EXISTING OVERHEAD POWER LINE
PP POWER POLE +U.W.
G SANITARY SEWER LINE
1 RED XIV YtPoGRON CpIIROI VALK --S>-- Ex STIN
rr--? - CONC HEADWALL . S'INHLER CONiROU ROOT WAD PROPOSED MINOR CONTOUR
J \ / `IpP' " I I r// \? `I? - PROPOSED YA.R CONTOUR
WY WATER YETFA LOG VANE
(r ! "'777 l?li `? O ONINAGE INLET ¢ PROPOSED PREEA
SILT FENCE
yl / / `1J EA E)POSCD ROCK
TREE PROtECnoN FENCE
EXISTING RIP-RIP TREE PROTECTION FENCE
-BPF- BUFFER PROTECTION FENCE -C- CUT UNE
J : f 1I y _ '?// ./' \
RIP-RAP ENERGY
GOLF GREEN DISSIPATOR
OUTLET STRUCTURE CONTRACTOR TO
S?DIRAP (RISER)
REMOVE CONCRETE
E
CONTRACTOR TO E
REMOVE FOOT T OVERFLOW FY \
BRIDGE SPILLWAY MICRO ?.?
BRIDGE r POOL s?
(WOOD) -A
-
01<1
FOREBAY .61
D`Z C//o%/ MICRO
u1 i' 3c a at - _ _ ?j/? POOL
GRAVEL
STORMWATER
LOW GROWTH WETLAND
EXTENDED DETENTION
i
o
iMOyITORING
/yktS
\ 2
i ? 40 0 20 40 80
PRELIMINARY
F IN FEET NOT FOR CONSTRUCTION
L PREPARED IN THE OFFICE OF. CLIENT: 4 PRO.ECT:
Kimley-Horn NC-EEP
__ CHEVIOT HILLS
and Associates, Inc. ?1?'?',,
A?'
I ti N e ?: H ?711G FILM
r
221
2N
220
211
212
201
2D4
I

y 231
I 1
224
? 48

221
I

4
•
EBST me
LEFT TOP
mnc

I
BONN
PRfP
TfA
®
L B1NN LLL
2?

41 7
2W

I RIP-AM
-
NI
CENTO Cf
SIPEIW
I
I
35+00 36+00 37+00 ae+00 79+00 40+00 41+00 42+00

I LA

r-rvD
y ..x-
b2 x11RIl R 1WL p{wllor
A° T 9 O[PCT xlxr x e0¢
AT eunw br.cluN un.na
At
M QxIrAK 4rP A R4
Y.0 POef IICT°C 9QR'o
mars roue aia.4D
T
we Ir 1-1,S m -T
rdt
swur4m4
PREPARED 11 TNC CF u [F: CUMT..
Kimley-Horn NC-EEP
- -- and Associates, Inc. "°F
NORTH PROPOSED STREAM PROFILES
PRELIMINARY
NOT FOR CONSTRUCTION
PROJECT:
el j
CHEVIOT HILLS
R
BuDermoee msrallmm:
Uarwtrkmd WadyBuBer ~ (Arne aawe ofeaurse phy.) This am wll berebae am a) Soil wens amn ofshmh end tree plutrogs shill be loosened m adepm ofaz mamemoce en<ept farhazsrd rtductloomdneadadyhg new udsmum. Iwafinchw, LIe'B gyA~,g
h) Baer mavegebtknouy hepluldmLok made byes mmbcl5 aama Law GwsM WoodyBuBer~Areu witninwmse play willhsaugdbeadmme means approved hyEymeedPsojeclMuya.Rmbmcg shalbepbbedw Live stakes enmbe imulledmexpased etrwm bavbbbmYfWlawenm ofthe dwigaW
memmaom guideliae wmb8ehedb Le®dganmplm averdnlposirtm with the and mBu epporimamly'h inch below me mil aneem. The steku uembebemBed stedemity of2m4Svesbkn paequert yang 7ne smfaa. The planting bench or hole shall6e deep ud wide emugh m epecin m be mad fa Bw eladagae fined b me following Spniu Lis[ ibe S BARE RI)OTICONTADlERI280 VECETAnON: pwmil me nom m spmad ml and doaw without I-rooting. 7ne pmmstem 0ogmeamerree the dgmw rzjen mY'snkea" mat der rot medmeabore mena'medmmia
shstl remain sgdghr 7be Cmtiocm root rtpkce wjededwommmeddidooal metmme anat. I, Genova: madam wmbBsh vegemdm inralondmstew,sumo c) Soil maDbe replaadmmndmc tnmPlukd vegeutran aodbmped
beokmU beahee and slopes,baaom ud coommedxd vegemdoa wiRbe amend me shmbatree mmlybelim®ete abpakeb. Lire aakee aft mbedamwt(ca fill or winow), sod gamaed laaAyapnchem forme plused ushown ao the plea artgaad bens SpavlCoodilkue. eanuereiel eupplia
2. Matetiem: ne mlloxdog epciog guideBeee ofrmmd shmba eodnewem poridedmthe COLLECl70NIPRCPERAnON faBowkgmbk. a) mica vegebdoo mataiil wdI be provwed by tlw wnra~mr. ilw coww+ar - .
smkee meet be troy we wln ewe bwaeke remarea, bawpk brkmma(e.ra ie rtepamihle mr caremly bebBingud roanlemugvegemtlm metaiel. YPc 9pashg peer lppPpR mat me bukm au ablpped dorm{me euttley prepentlotiarhsebWlka aftheeWm). <l0 m6 roll CnMye arc robe rrmeted ormgeww (eotuu}
b)Vegemdm rmterbl wdlaant ofbere soaaweod'aebmbe ud ShmM end lrtw 10.2fft dm8ft Ifm15 Oee ndmuw be em rtu ogle for Weetbe um me wgaedme amabecmegnue cmmimiaed new wNm emube. Coominw meuo:l wSlbemquRgdhgwd e>1feWq em1fA /mlf rrr temple{. iron-gilmo plods cmraaa, Vegdedoe m be meWledbertu shown m me P~ CeRlap mnsbe baps Resk eW mabt prbrm m IumAema
kbelyd^unrramena weaay BaBw^ ouladw, bw k na pima bens buow~ c.tmep.mtba peep.wd k,. as w l-ma armawmm.od,ppew;m,mya m3 94ab ud TaeTrempWb (ante leym
UNRESTRICTED RIPARIAN BUFFER Tavel I. Vegemtimmbenbmplmnd wdlbewend3edbyme INSTALLAnON
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V sneeoe ofwd naves, bmmp,ashew,aby Mho meueec¢pmkm ~~aa~w'atMargawdapp~,anmewma`~n,wdme PRELIMINARY Imgm oftimeme mW wiBreman oa arena gmlmd,
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11 24 W ~ _
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aw; mueway awmar ssoaates nce ~K Thu doer n~ tagemw Ilh me cmcglr and dedgv prraled henh a Wmwt of ewsia, h htrded ml f Ne ~ 11~w~~. ~ M rhldi Il pr aria R r f and hnpnp dhna m lhh document Mtnmt mllten amaa:ama ant a mrlkn 6 Rw~de~ Han~on0°1d Assdmdlotes, ) yArA q A~( ~P
I- roc. ma be mm`Pilminy to E~ey-Ram ma°A;ea;atu hr. °r r r- P.O. BOX 330QB - RALEI(~(, NORTH CAROLkJA 27838-3088 ~ ~M. g A 1 gVl, capxlghl Blmler-Ran ma Aaommw, lac.. tas PHO(~e (91D) 677-2000 FAXe (9~) 677-2050 N~e~a apEr.re~
SFAI: NRW D11795017

BANKFULL WAlENS
EDGE ELOODPWN SLOPE
I - 2' MT TOP FHO
CROUgI - LATERAI BUD d E
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a OFAO SPOUT SP%ES Pp SPFCEN+I11pK EDGE f1,000PLAw LOPE O OR SfAPIE PER NANLIPACRREAS REOUNIEYQa75 NERB SF7~IIO
Z SOIL PROIECiKIN :"".e ~ • : (E FlBEA 4AT USLD) , FABIBC TTPES
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C BENEATH MAT, VA1~
01 •N
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- RESTAICT~ ZONE
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~ C PLANTING ZONES
o Nis PRELIMINARY
~ NOT FOR CONSTRUCTION PREPARED IN THE dFICF CF: CLIENT:
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f- m~, ,nmi c, ,aua~MCtr m Kmi,y-H~ a~"Amdapi~, i~~u aa"~"'°J'I •~mWt ,~u,~ ~,man,er ~,a aa~I,Da, nr KMi,y-HUB ~a A„xaEp, P.O. BOX a'i088 - RALEKIH, NORI}i OAROI.NA 27836-3088 ~y~ croslsel Klml,y-Hom ,~a A„mat,,, m~, zoos PFIOPE: [phone] VEGETATION oMa FAX [phone] Arnc® ivOee no a ~ ~
fix: NRW 011795017

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O BNO+EL EDCf - COARALTOR TO 3 PROVIDE 9MWiN CONRNI0A4 EDfE AB 9HOW QI RAlle. SEE DETNL THIB PAGE
7o BuRO PLWiNG 1 Q TREE e1RAP
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OF Rl018MLL Vt . Vf 6 ROO7BKL O 3" tMSSN LITER / dBPi£ FNK E%IBTRG GRADE t cFLT~nwa,um~NVSecPPrc
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BALL COrBBNG REMOvL KL D LOCBE OICIPILL MATERIAL B STNTKIIC CO'A'.RIY FROM ENOfE 1 ©WDIBTJIEm RlfiIRdDE RMiBKL II tl O CONTANER GItlIN FIA7lIRN.: B
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gECTIGN MARRK 0 PIWOCEL'lI7Ee. ucronlaEDaeGIRAOe SECTION
TYPICAL LANDSCAPE 6ED PLANTING DETAIL ISNRUBS t CxROIJNDCOVE~
NOT To scnt.e TYPICAL TREE PLANTING /GUYING DETAIL
IFOR 12'-10' TAE HEIGHTS AT PLANTING) N0T TO SCALE
a 01
00
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LF1 \ CROWN OF 1REE IS NEEDED FOR LEAf ° GROWTH ro PRODUCE 0%YGEN FlL1ER ° / W PTOg51GU ~ XIPiN~'NANQ
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HEST A~BO~k' ~ ~TRIFNiS SEE NOTE 2 s NOTE 4
° PNOlEC11VE BARRIER-~, I ~ ~ - r ' TRFF PRDTEDnaN OLR»Ir. DpNeTRLN`ngl
7• U~IgNER~1~S~N0~HEAV~T YAi"7EPoN~5 91'~ gg[[STOREO~~~E~,17N i~ES N PESULiS OF WATER ANU /aR NOT PFAC}I THE 80014 ANO THE TREE
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IS EPRQMQ7E0. /uPAOT~~B~ARgER SNgILD~PREAfiaT~OAQ'I/AQ FROM QSE C ~ accuRUw a~RUw caasmucnQ+. •N NOTE: 2 NO CUTIE7G Of WIDE 571W1C7URK p007S LOCAim NEM 111E BASE 6 1HE
C) 1REE5 ro BE SATED WLL BE L1.EMLY MARKED PRIOR ro CONSiRUCiWN AND A iRUNN. THESE TAE ESSENTIK IN SUPPQITMC THE 1RFE ANO HQDMG IT O PR0IECIIVE BARPoER 15 TO BE NSTALLID AT 1HE DAIPLNE UPRIGHT IN HNN MINDS. PQdOVK OF 1HFSf AOO1S ALONG ONE SIDE Q
DRIP THE - THE AREA Di SQL DgiECilY BENEATH iXE TREE EM7ENgNG qiT ro CCNSiRIIL E~BECAUSE aF A WALK, PAWNC oR BUIQNG XtMCH IS BEYIG N 1HE TIPS Di THE WiERMOSf BRANCHES 1 AVQD QJT ANO FILL W7FEN gAME1ER OF 1REE CROYM DURING EXCAVA710N.
_ uFTHOD OF TREE PROTEGTiON DURING GONSTRUGTION
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s "°rro~"" PRELIMINARY
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ihiF e«~mMlt t~lmRE .ItN mR oMORpm Ma dayR v,.R«lae eR.W, of M ~ aIV~RKIt a tea, a Ht-eRe a,ly r« MR ~«itK pupae a,a aHRt ONP ra Mlidl It !aF PE ared R ae a Impmpe rdlMCa M aN eaWm«t AINTMt rnnRR MINaHEaDM Ma aaaplaBM !y NuRHy-HMR ue A IMIoNa P.O. BOX ~IOBB - R14LEIOH, NOR1H CAROI.NA 27638-3098 AT'Fae'°'°R ° "'tee Rai RISE F- Ma FNM !A «mau`PumntY m'~~mll~HMI Ma A-aamcRa PHONE' (BN) 677-2000 FAXI {919) 677-2050 Y.N: WRW 011795017
Captnght Ninle~Hom Md Asodala, Inc., 2005

AS REQUIRED 5 i,. AS REQUIRED AS REQUIRED 71, A$ REWIRED
POOL. RIFFLE
RIFFLE J7 20:1 20:1 3.7 0 5.~ J.7 0
POOL
L7 RIFFi£ 1.T ~a POOL „l.
RIFFLE
NORTHEAST TRIBUTARY NORTHWEST TRIBUTARY
RIFFLE SECTION RIFFLE SECTION
STA 210+00 -211+38.35 TYPICAL PLAN VIEW SCFEMATIC STA fl0+00 - fl4+59.13 NTS
NOTES
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL DIMENSIONS OF 1HE CHANNEL. FlNAL GRADING W1LL GIVE
THE CHANNEL A MORE "NATURAL" APPEARANCE AND ALLOW AS REQUIRED 2.5' 7.7 A$ REWIRED A SMOOTH TRANSITION FROM EXISTING CHANNEL TO AS REQUIRED J.5' 10.6' A$ REQUIRED
NEW CHANNEL.
~ ~ m 2~r ~ ~'r
2U t ]o i TO.1 J:1 rv g 1 p, 5:1
Zy , n
1.T A$ REOUIREO 0'-20' 22.7 0'-20' A$ REWIRED 2.0'
10 AVG. 10 AVG.
NORTHEAST TRIBUTARY NORTHWEST TF~UTARY
~ POOL SEC110N POOL SECTK~V a
- STA 110+00 -114+59.13 ~ STA 210+00 -211+38.35 a - - . J
'NOTE: 2P.1 m 20:1 'NOTE: ~ POOL DEPTH SHOULD BE OVER DUG BY t' TO ACCOUNT FOR SEDIMENT. a'1 ~ Y1 POOL DEPTH SHWID BE OVER OUG BY t' TO ACCOUNT FOR SEDIMENT.
N Lf7
O 5.4' O N
N CHEVIOT CREEK RIFFLE SECTKMI
v STA 10+00 - 41+70.37
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A$ REWIRED 0-20' JJ.J' AS REWIRED 17 AYE. LLI
~ 1 a

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~ *NOTE:
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r PRELIMINARY U
NOT FOR CONSTRUCTION
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hc, ~i dl the i.~w~li~ It Rlo KFn~emdam~md Au~oc~wtea~ni.~ ~~1 wllhaul wrlttm auliwrhallan and adaptotlan h7 KNde)`Ham and Aaaalale>, P,O, ®Qx' " - N~j Z]Q~-'~ T 1 1 IV!'7~.e I IVI ~V A7vOeL lBOC 110 A Meese sH1 wed Capgi¢il K'vnley-Nom cndyAuocicle~ ni a.. 2aos PFI01~ (~19) 877-2000 FAXI [phone] gx; 011795D17

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a
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N MAINTNNED' MAgITANED' Of EDGE OF
Q EASEIIENTI.-_______---- E7GSTINGGROUNO -----~--------~EASEMFNi-- O r _ _
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Q BANKFULL BENCH WILL BE MAXIMIZED WHERE POSSIBLE.
~ *'BUFFER iWLL BE TREES, SHRUBS, AND HERBACEOUS PLANTINGS IN AREAS OUTSIDE OF PLAY. 3 DUFFER VALL BE LOW GROW01 SHRUBS AND HERBACEOUS 0 510
~ PLANTINGS IN AREAS IN PLAY.
C C11
TYPICAL POOL SECTION v
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O ~ PNFPARED RI hIE OiFICE OE: CLIENT: PRO,ECT:
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II c 3idl 6e wigw~ IiehiityRlo Ninley-n ~Prmd A~soo~'otee~lne le document wlMml Mlzm wNoAZatim and adoplatlm by NIMey-Hwn and AuMalea P,O, Eqx - N~iH CHINA ~~D~ elm ~ M~ ~ M~ ~ caPrn~l Rmley-HOm and Auoaialea h<.. soos PFI01~ (91D) 877-2000 FAX [phone](1 yam; 011795017

BAClaILL w/ 7'e7.s' DEEP
aflAOAt1aN a uASS t A aR B RIP-RAP. NWMIYEN 8 CEmE%IRE R RE aSEn
BETY4EN BWlDERS ANa BACNFILL b" BWRCEAB
BANNNLL ~F.*~n .
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ExuvArtn siRUw 4o GRA195 =:f'.:. m ro PAEVE11r now eE1r.EEr1 BWWWS
t , ,~;:t,. ' Rp4fS M 7NE VANE ARN BANaVIl t\ 1"~>`' 910N1a M0T HAVE SPMCfl
~,'j I 1- ~ .
1 r,;e - 1 I ~ FmiR BWWR ~ Nqf UPSiflEAM FACE a 1 ' ? 91a1ID NCT NAYS CAPS SniBCNRE Xlnt R1ER FABRIC !w
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a siManAC Mix A \ RiER RBNC 73' 141. 'y I i1a9m SIIFAY
,4 BACMINI BEIXNa ~ 611/OE 't, CONA UP54EW FACE a SIRa11,gE MTN n1Fll FABRIC fASRC Mix QAS9 ` - ' ~ CR B aP-AAA - N lECE1AlaN p 6
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^ PRELIMINARY ~ NOT FOR CONSTRUCTION
~ aReRARm B+ the omce of: CLIENT: PROJECT:
ri
im e - orn NC-EEP 0 ~ R~,. Na NE~A:x,1: N / CHEVIOT HILLS
RAiE: onAw en amlm m: aI I TI11,E; / Thia doou enk laxalh Nith the c ceph and deAgn¢ prsented hereH, of m n¢Wment of eemke, c intnded only yar Ne ¢paufi puryom and diem ) C¢ a ssoaates n la whkh it .a¢ pr b A of eNnprcp rdlmce on IhB dammmt wlUaut AMilen athadmNon and ad Callon 6 aM Ham mid AnoclohA NORTH CAPOLA~A ~ BR ma, ,ndl de .iua~adiRy m NimN)`Nam aM%emaioleA Inc. °F r ~ P.O.80X 33088 -
Copwight NimNy-Ham and Aexciata Inc., Y005 _ AiMm Ivpp1Q 4p A MweR egy lR~
SEAL 011795017

BACNFILL W/ 7'#.5' DEEP GRAOARCN OF CLASS 1, CLASS B RIP RAP, AND NANRAL COBBLE MATERIAL.
NONWOVEN GEOIE%RLE TO ~ USED BEIMEEN BWLOEAS AND BACNFIIl NONWOVEN GEOraRtE
X, s' B 30' BgADERS MIN
COrER UPSTREAM FACE 3 MRT f
WITH FILTER FABRIC BANNNLL J
J - /
:r / FOOTER ROCK ~ 3D' eatDERs 20'- 30 ~ f !
(rn.) . i 1 nc~ A _ i
A, l--~~. ~ A BANNNLL wDTH I 1 ~.1 (SEE TYPICALS)
STREW FLOW ~
l 1~t NDNep1EN q ( I~ % J GEOIEKIRE
- I 4
BWKNLL ~ \ 1
1
1 ,
Z/7 l ~.I L
SFIO AXD YIKCN PER VEGETATON NO1E5 AND SPECIFlCA1lON5
f 1./11\ r^
SEED WO MULCH PER
NEW 1EGETA1lON NOTES CNWNEL ANO SPECIFlCATKKVS
PLACE 51RAW MULCH CaR FlBER MAIRNC INSTALLm PFR
d K-7R IIH1EIt CdR FlBER MATTING MANIFACNRER'S SPEtlFlCATONS wTH '1 wRl 1FMPORAAT Alai t1VE STAKING, PERMANENT AND
PERMANENT SEEDING TEMPORARY SEEDING PER PLANS AND e^-{ v L ~ I ~ : - SPECIFlCARCNS. (TYPICAL BO1H SIDES) i`
O1 v T ~ NANRAL CHWNEL 80TTOM 'Lt ~ _ ~J ~ (NO YATRNG)
N NTs
o SECTION B-B 0 N
N C71 s/x (sEE PUN rtEw ABOVEI
3
~ LOP a RDGK siREAM FLaw r wN ~ (Ftaw Rao)
a ~ - NONWOVT]g w, r~" c~OraTrF ~ 1
Q 25' MIN I ~ `
m ~ ~ ~ FlNISHm 57REW
~ I dtADE c NaNwoYEN \_-i" DaoTExnLE
~ TNtCKFlU wTH T / cuss I a e NaTER
PoP-RAP RpCK~p~H SCWR HaE PAD. ROCK PRmUO 1.8' DEEP EHWtO BE
D PLACED TO PREVENT C 1OP ROCK FltOM
~ vONC FatwARD
~ SECTION A-A 0
o A-VANE N15
v (J NOTE dA55. B RIP RAP SHALL BE HAND PLACED TD Till ~ P R E L I M I N A R Y
raps BETWEEN uRCER TN7IROERS NOT FOR CONSTRUCTION
0 ~ PREPWm IN THE OFFICE OF: CLIENT: PROJECT:
N ti
im e - orn g CHEVIOT H~LS
C ~ ncWma aArO a.We er. aea® er. nom' a an ssoaates nca / Thia dow n6 together eRh Ne wncepM and deeigne preealed haah, a a neWment of aerMca, 'a Mended aNy Nr R,e apeci& purpa- and dint ~ IM
yp whkh It .aa Dreo ed Aw f and tnprry rdlmce m Ihb daament eltbaut wales nalhalmllm and odaplotlan by KNnley-Han wM AeaxWle; P,Q, ~X - (e`~~ '~yrj~ AiTw~ ~w~ 1~ at• MYa! sRf ND~b , Inc., dMl be rilhaul Fa6iRy to Khdef-Han d Aaaiotea, Inc. cwxight KiMey-Nam one Aeaadatex In<., zoos PFIOIJF' (91D) 677-2000 FNG [phone] ~,ae; 011795017

NOTES: IMAM.
t. A STABNZEO ENIRPNCE PPD OF y3 WASHED STONE OR RAIL AOAO BALLAST SHALL BE LOCATED YMERE vAPoARE AS aRECiFO er nW OpNEEA iRAFFlC WILL ENTER DR LEANS THE CONSiRUCRIXI SITE WTO A PUBLIC S11tEEi. lilt: 2 FlL1ER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR ME CONSIRUC11gV ENTRANCE. f; 'I
3. 7HE ENTRANCE SHALL BE MAINTAMED RI A CONOIRON NHICH A1LL PRENIIIT 7AACKINC OR FLOWNG OF SEDIMENT ONTO PUBLIC STREETS OR E%ISRNC PANE3AENT. MI5 MAY REWNiE PEflIWIC TOP DRESSING N11N ADOIRONAL IWN 12-1/t GA
57011E AS CONOIRWS WARRANT ANO REPAIR OR CIEANWT OF ANY MEASURES USED TO TRAP SEDIMENT. L. lN1EAYE0MTE lME WRFS ~ 4. ANY SEDINENi SPILLED DROPPED WASHED OR 7AAp(ED WTO PUBLIC STREETS MUST BE REMOKO IMMEgA171Y. NR Ic ~ WAES i i ! C'
S WHEN APPROPRIATE, WHEELS MUST BE L1.EANED TO REMONE SEDIMENT PRIOfl TO ENTERING A RIBUC STREET. VAVEN N A to WASHING IS AEOUIREO, li SHALL BE DWE IN AN AREA STABILIZED W11H CRUSHED STONE NHNH DRAINS INTO AN ~ APPRONED SEDIMENT BASIN SEE STD. N0. 30.118. '
j. aACE fi MAINTENPNCE REWIRETAENTS PER SECTION fi.06 OF NCDENR'S EAOBINI ANO SEDIMENT CONTROL PLNiWNC DESIGN MANUAL AND `:i
PLWLIC 511FET
mmrc waw0 ~,p= °Y sa snnluuT~ iAaac~
uruR wABm sroNE R
sea i[67 N01Q! WR FABRC
W aT RNCC iABRW: 7ypp 1,, €
- ~7y y a 1. m b 4 ALL ROPE 1 V i • f0A AEPIA 6 at vvn ~y, m tlO4i ~ ~ ~SMialF.
~ Tu' w d -ua aT rB1¢ aar wol aIANABF APFA Inr AIWat MNAI ar 1 kk'H" ~ aIAOE iaMe N PNIEC1Np ipER xpr EYC@D lµ Rae N1p xE1U W cAlcx eASR . AAFAW aF m11a111A.I1EO ROW
W' YW, fA1FR 01flf SXMi • ti
ANaKW 9cxr As - OWECIEO eY EXaIWat •
SIDE VIEW MR
' e MAp11ENANCE PER BECTON 8.82 Q< NCDENA EROSION AND
SED111ENi CONTROL PLANNNG ANO DESIGN MANUAL
~~~T~
NTS
G Q. WASHED STONE
N N
d'
N Ln
O O N
~ STREAM BANK
N TDP a BANK t~ ' WASHED STONE
~ BASE 3 DF SIREAN v
3'-0' TA' WMM ' N 1'_p• MAX ~~~Lrr~~pp ~~~1ppyy
Q (MIN.) J]~fi.S CLA55 B 1 AIP RAP
Q T lOP Oi BANN CU55 B
I RIP RAP U S7RUCIURAL LO SWIMENT CONTROL 510NE (CUSS B)
G STONE (15 OR (7) .f }
STREAM BED I'-6' (111N.) f... , )
~~py 92E PIPE (FOIL 2 17EAR DE9CN STORIA) Ll~J ran
0
C TBsPORAiiY ROCK 8LT CFECIC
~ NTS
MAlN1ENANCE D< IENPORARY ROIX SILT CHECK N7S ~ PER BECTON 1830 A 1838 Cf NCDOT STANDARD - SPECIFlCABONS, JMIUMY 2002
'j
PRELIMINARY U
~ NOT FOR CONSTRUCTION
O ~ PREPARm W THE OFFICE R: C11ENT: PROJECT:
OY
im e - orn CHEVIOT HILLS 0
~ nTLE: pA,E ~ an ssoaates nce /a This chum L logeN 'th the c ceph d d~-ignr pre-nled hren m ' eWmmt of eMMae le mended mly M Ma specific pupoes and dlmi 1 o~We ~ ATWOW WaOGWi qp a IWWWWiI AWlf M~
ym Mdch It Mae ed. Reuse of and improp dlmce m IhM dactimml rllhaut AHttm wlhaliatlm and adoplotlm by Nhnley-Nam and AasocPole; P,~, BOX 3',~QB - ~.~e~,' ~TF{ (;'178',~-~ Inc, shill be riLAw~liah8ty to Nimley-Nom and Aoociotea, Nc. ~~E. ~_.p~ X11795017 CopynBht Nimley-liam and Aesodala, Inc., 2005 BEM.'

4aD SEWENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
I 1. INSTALL SPECIAL S1ILLING BASIN(S)..
,il / 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE NOSE.
- i 3. PLACE UPSTREAM IMPERVIOUS DINE ANO BEGIN PUMPING SPEaAt snwxc eAZN OPERATIONS FOR STREAM DIVERSION.
A A (SEE PROJECT SPECIAL PROM90N5) UnU4E A STAHIUZEO OUTLET IN51EA0 dF
PUMP o p SPECIAL rnwNC eASn IP PuMPlxc 4. PLACE DOWNSTREAM IMPERVIOUS DINE ANO PUMPING a APOUNO + CUSS B ~ CLEAN WA1ER HOSE n RiP RAP SPEaAL mWNG BASIN APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE OEWATERED SHALL
I ~ (SEE PRO.€dr SPEau PROn9oxs) BE EQUAL TO ONE DAYS WORK. 5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE W1TH THE PLANS.
IMPERN(X15 dKE OEWAnRNG POW (SEE PRO~CT SPEdAl PRON90N5) 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
OF IMPERVOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, ANO I I TEMPORARY FLEXIBLE HOSE. (DOWNS7REAM IMPERVTOIJS DIKES flRST).
~~~~WS a~ 7. ALL GRADING AND STABIUZATIDN MUST BE COMPLETED IN ONE DAY W11HIN P~.AN (sEE PRalECr soEau PROh9aN5) ErASnxc THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES. STREAM 7HE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE
aiANNEL UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE - CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION
PUMP OF THE IMPERVIOUS DIKE(S) FOR EACH DAYS WORK. c ARWNO HOSE
8. REMOVE SPECIAL STILLING BASIN(S) ANO BACI(FlLL STABILIZE DISNRBEO AREA - - - - I WI1H SEED AND MULCH.
TEMPdIARY fLEMBw HOSE
11 ~
I]
4 SY FlLTEA FABRIC NOTES' FEaw T) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL. SECTION A-A
2) IMPERVIWS DINES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN NECESSARY.
ENERGY DISSPATOR FOR PUMP AROUND HOSE a> ALL GRADED AREAS SHALL BE STABILIZED WTTHIN 24 HOURS.
OF CLEAN WATER 4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. 7HIS INCLUDES POLYETHYLENE Nis SHEETING, DIVEASION PIPES, PUMPS AND HOSES
M ~ AIPEawdus dKE 5) PUMPS AND HOSES SHALL BE OF SUFFlCIENT SIZE TO DEWATER
(SEE PROJECT SPEdAL PROM~NS) 1HE WORK AREA. O
M L!T
O O
N n ~ SPECIAL S1WN0 BASIN
N Ewmxc TERRaIx
3
v
I5.0 - 40.0 FL PUMP-ARWND PUMP 0
1
/ 8.0 IN. (207 MM) Oi CIA55 A m7NE O
FlLTER FABRIC STEAM BANK O
~ - D OPERATION
~ EXAMPLE OF PUMP AROUN p SPECIAL STILLING BASAJ "fi
/ ~ WfiH ROCK PAD rn 'N NTS
D NO1E PRONOE STABNZW WitET 70 STREAMBANN N
~J t~
~ PRELIMINARY t
~J NOT FOR CONSTRUCTION n
O CLIENT: PROJECT:
~ PREPARED IN 1HE dTK:E a: ~ 1\V~
- rn im e o cH~oT DLLs
n AOiO Wl: ~,e ~-,r n ssociates c,
/ ml, aoammL mB~n> ..m m< <mle, ~w aaignp pre~l~ n~M, a~ M~IN~I ar xrACe, I, mlead ply a m. ~~Ir o~rv~e ma mm, Ama®looeo w q MA®e WQI NA!! lu w~la~ R as a `a ~~a<~P d~~ . ~ mM aim-t .ImWc ,Nn.. -ualmUm ~a omPwwn ny K~I.y-Hom ma Avocioln, P.O. BOX 33088 - RAL.HOH, NORTH CAROLNA 27838ii088 O1T795017 Imo. ~n~a e~"+'u,wP i~lnr I"oiamey- a Anociala roG PFiOPE~ 1916) 877-2000 FAX: [phone] SEAI•
cro><isnl KmNY-N~ ~a A,w~~a<a, m~, soos

~ ~~1 - MANHOLE
` ~ ~ l ~I ~ TOP EL=235.45 ~ ~ INV IN=217.37 ~ ~1
~~~'i~'i~r \ ,i~~ ~ rr V ~ ~ INV OUT=217.15 ~ %
n l . y t- ~ Q` t ~ ~ r f ~7 G~1 ~ ~ ~ l ~ ~
r r,~% j 1 ~ ~1 i ~ p I`11`', A'' ~ r + ~ ~ ~ G
i I I ~ ~ ~ ~ ~ \ I li,' rt ~ I 1 I
I ~ i i c ~ ~ I ~ I ~ HEADWALL ~ I ~ , ~ I
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1 '
1 r I I: ,n ~ ~ \ ~ , ~ fi / r ~ Ill ^ ,~I, EII;~, \ I WOODS \ ~ l / ~
t`.il I i\ ~ t TOp EL=215.94 C:P / / ~ / l ~ ~ L N I 1 ~ 1 r t ~ ~ ~ ~ ~ I + ~ ~ - 03.48 ~ / ' ~ I I ;1~ ~ ~ I , ~9 INV 112 - " ~ / / j ~ ~ r w , ;i~ , t i l ; ~ n INV OUT- 03.48 r'
/ i w
; r ~•,1 \ - ~ T-HRroGE fill" / Q
G~j ~ ~ ~ ~ i~~\ I~. \ ~ - ~SS `1•^_.. RENAIN_L PLACE / / / ~ \ _ ~ /
WOODS \v ~ _ _ / E
1 I BOULDERS MANHOL I ~ ~-~RPP ~S1 ~ TOP EL=224.55
ti ~ ~ / - \ INV IN=215.99 ~ ~ ~ ~1''~ ~ ~ l ~ _`-c~S' INV OUT=215.81
\ 1 ~ ~ ~ _ ~
\ A V~~'V I \ ' ~ _ -_yy00 FOO BRIDGE' S
. ~ ~ f -
I ~ ~ \ - INV=220.39 _
~ j ~ f~~ \ _ C
d; I A~/

o ; ' GOLF TEE r ~ ASPHALT ~ ~ y ~ / O r~ 1 ~ T 1 i ` U WOOD FOOT BRIDGE 1
~ ~ ~ ~ ~ \ ? ~ TO REMAIN IN PLACE Ur..,, ,I P TN ~ r
G 11 I ~SANDT~AP~ E
~ ~sP- ~ \ - -
o GOLF TEE i ~ ~ ~ ~ /
C7 LE4ENQ: ! \ \ 1 - i } 1! 6i' i / /i 3
0 0 ffNCX MARK IJMITS OF OpNSiRUCnfIN Rao gt04 -E- PRaPOSEO EASEMENT CUT PIPE FLUSH WITH BANK. C ~ mEE
ps Eusra+c ~ ~ ~-xooN vANE PflOPERTY uNE PLACE 2'x3'xl' DEEP RIP RAP •N PxaPOSEn rzNCE ~ PoreNnAl xnEAaaD PAD AT OUTLET. 40 0 20 40 80 ~ t PERMANENT EASEMENT ® PROPOSED RIP RIP RESTdUnON (PHASE N) NOTES:
Q 7EypgllAT EASEMENT ~ E%ISDND NEMNO ~ NIXE nIEE Tp gE Rpapygp Ewsnxc MINOfl CON(WR 1. CONTRACTOR S RESPONSIBLE FOR THE
- sO sANITARysEMCxMAN ~ - - EASnNGMAx1flCONTOUR PROTECTION OF ALL SERVICE LINES. aR AIP-OAP RacN xr aECx oornnc ow+NEAD PoxER uNE SERVICE LINES ARE NOT TO BE INTERUPTED. (IN FEET )
~ PP PoMEx Palf• _ alrnNC suRrlNr sEwER uNE ICV IRAICADON CONTROL Y11hE
_ ~ ROOT WAD _ PROPDSFD MINdt DONTWR P R E L I M I N A gqa ~ PROPOSED MAJCi1 CONIOUR NTRACTOR SHOULD CALL THE "CALL y sc 2. CO t wA,ER ME1FA Yu+E QPROPOSED cREFN "NUMBER FOR UTILITY NOT FoR CONSTRUCTION
U q diAINAGEINIET ~ 9LrEENCE BEFORE YOU DIG ER aPasED Rao ~ ~ TREE PRDTECnoN fENa TREE PROtECTNM+ EENCE
r. -oa- alrnNORw-Rw ~ -c- aTUNE LOCATIONS. (800-632-4949) ~ aRO~cr. Q -BPF-- PERMANENT EASEIAENi CLQIT:
N PREPARED IN rHE OFYICE OF CHEVIOT HN_LS
ime - orn
r new nTrE aMA~w ociates awm MAwN RT. ascavR RY: an ss , ATNA®I~rlOIZ AIO ~ ~
n. ~ mne5m~ mla aaaammL coywa wra Uw awpla aid aweyna ar.anlwa ewrwla, aw an ~wwmml m wake, Is m.,a.a «+r for u,w ~=IRC puryoww ma awl NQRTM CAROL.PIA 27638-3088 Id chid Il wo7 prm aced, Rasa, of an ImwoP~ rMM~a m tnh dwmml wllhaul ..Ilan acNoNmuan ono amgmuon er Nwnl.y-Ndn ma A=aeot.a P.O. BOX 33088 - RALHd1, FAX, (g1g) 677-2050
F- Inc, ahd M wMout IidEity to Nmiry-Ham and Aseawtaa Inc P~'~'~s ~~I 6Tr-2DOD crox~Rel NMMy-Nom ma Aawaa~ola lac, zoos

MATCH IJNE SEE SHEET S7 _
BENCH MARK I1NIi5 OF CONSWUCikW \ i tt t t V~ ~ - ROCK CRO55 VANE \ ~ ~ \ j ~ t Jj,j ® WEE -E- PflOPO5E0 FASENENL `i ~ 1 ~ \ ` 1 / \ / ~ ~ ~ y - ~ ~ ~ i \
EXISTNC FENCE ~ Na1m'0)'[ ~ oRDPaseD ~ce ~-HDaK v,wE ,ezx PnaPEmr uaE ~ Y t ~ ~ ~ ~ ~ ~ _ / \
PEANANENi EABEMEN7 PO7Ei1nAL WERPNO V~QQL ~ 1 1. 'l~ ~ \ I ~ 1 ~ / ? ~ , PROPOSED AIP-AAP ' l ~ l \ P G \ / ® AESTIXiAnON (PHASE IQ \ t 1 I 1 Q v 1ElWpiAAY EASEMENT ~ 1 1 1 ; i
(_-TJ; EXISIINC NETINIO ` ~ ~I I I 't ( `in \ ~ ~ i ~ _ ~ - ~ I z<', \ - ' CONTRACTOR O SANITMY SEVER NANHIXE ~ TREE TO BE RFHO`hD EKISIING MINOR CCNTWA ' ~ I I \ T 1.
EKISnNC YAJCfl CONTWR ' _ - 1 RA RIP-AAP j ' { I ~ I ~ v -0 ~ ` ',A - -'WDOD"CART aoa sLT CHECK -pP- asnac owRCw POWER LNE 't
ICY RiR1~CATWN CONTROL VALVE --SS-- E%ISRNG SANR,INY SERER IJNE ~ ~ I I \ BRIDGE. SP SPflINkIER COFITROL ROOT WAO t ' i ! ~ ~ ,l PROPOSED MINOR CONTWR S I I I i '
WN WATER NE7ER Lac VANE PROPOSED MAJOR CONiWR RIP-RAP i ~ ~ ~ 'I I ~ , ~ ! r,, J - a DAAwAa INLET /1 - ¢ PaoPOSm cnEEx OUTLET ~ i i ~ . i ~ r ~ ~ ~ ~ re+~ / r, 0 .oo - _
En EXPOSED Raa ~ ~ WEE PRartcnaN EENCE SILT FEHC~ PROTECTION ~ I ~ j Q ~ ~ , p 0 -oo- Eamac RIP-RAP WEE PAD1ECnoN EBNCE i ! ~ r i r ~ " ~ ~ / ~ a p '
--9v?-- BuFiEA PADrzcnaN FtiucE -0- cui uxE i I ~ i ~ ~ i I ~ 1 ! - RR p 4 - ~ jig
~ ~
I~ 1 ~~v b ' ~ t I i \ ~ -
NOTES: ~ i I I i. ~ i
! ~ rn 1. CONTRACTOR IS RESPONSIBLE FOR THE I ~ ~ Q ! 1. ,+M1 ' ~ PROTECTION OF ALL SERVICE LINES. ! ~ ~ I I ~r GOLF t - ' b 1 J ~ f
= SERVICE LINES ARE NOT TO BE INTERRUPTED. ~ , ~ ; ~ T~E _
~ ! 1 r~ r t t w 2. CONTRACTOR SHOULD CALL THE "CALL I ` f , , ~ / ~ DOG'S o CAR.
w ~ Q ( i7~)~ r l~./ .C p FOR YOU IG" NUMB R F R I TY ~ C o 'r BE E D E 0 UTLI ~ r , ; ~ ,IR,RiDGE
z ~ " LOCATIONS. 800-632-4949 WOODS ! ~ 1 ~ ~ ~ WOOD '
ill ! ~ I ~ F ? "
U ~ j MANHOLE I ~ ~ ` !EXISTING I Jj * ~ / ~ ~ ' ~ - f- I TOP EL=223.02 ~ ~ / ~0 -r i - ' Q ' r ~ ` INV IN=215.32 ~ ~ l I .RIP-SAP i' rr r ~ - gpE
~ f I ! ~ ~ ''Ill ~ II I } INV OUT=215.2,Q- ~ ! ' 1 _ ~ / ~ ~i „r5~ ! I ~ I ~ ~ I -"i ~r i r r; r f ' a T i / - /i ~.e--~
I ~ ~ ( ~ RIDGE ~ r ` ~ t ~ i WOODS CART BRIDGE / r-- _ / ~ I -i i / _
i i ~ 1 I TO REMAIN - _ J-- ~ j = (W00~ aPF / - - _
1 ` ~ IN PLACE - / / ~ / l- -
_ 11, t , / ! / l~ ~ Vii'%s G / / / " / r _ ~ .r- l ~ ~ / j / ~i ~ / ~ i '
~ ~ ~ 1 + it ' / ~ _ /
~ ~ _ ~ / i R ~ STEEL I / / / / / / / ! • / / - / ~ / x
N ~ ` _ TAP p°oRR ~ AR'~ / / ~M' ~ G / / / / / / ~ w ~ ww ~ / / / , i
m , vim`., a 1~ IDGE ~ / / / / ~ i'' u~ 3 _
- W r-- ` . ~ ~ r~ ~ / / / ~ / ~ CONTRACTOR . / J ; ~ ~ ` ^ - f-` ~ / / / / / / TO REMOVE ' x
' 1 ~ ~ ~ ~//j ~ / / 00 BRIDGE ,..,i' - uNi ~ 1 WOODS ~ ` _ -w - _ ,r / /r, / /j / A? ~ ~ G i
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0 WOODS i ~ _ - - _
En ~r5 ~ ~ ~ ! _ - ' 40 0 20 40 SO
r / _
> ~ / / / CONTRACTOR (IN FEET )
~ / TO REMOVE v ~ caRr PATH PRELIMINARY
~ NOT FOR CONSTRUCTION e..l
0 vREPAUEO IH THE ancE oP: CLIENT: PROJECL
a-1
im e - orn I~M1/ CHEVIOT HILLS
~ nnE: a aeW: ~e.,r an ssociates nce ~ Thie daamen4 tag Ux nN the cancpte and dewJne preeenhd heron, os hahument of aeMca le Mtnded only Ne pecidc puryow and dNnt ~ ~
F- Iii ~na le'm W`f i' ~Iryai'airmley-naum"Pana"A`a ul0ila~sainGhN dan:m.nc :lawt .Hen Wmo~:athn and adpiaLw, ny Kwnle>`inn and Aaeaaat.e, P.O. BOX ~ - HALBC~i, NORTH CMOl11A 27638-3088 ~ I~ ATUa®eeoa no a lace aer ~Re~e cp>.iynt KKnl.y-Hom and A>,aa:ate, Ins; 2aas PH01~ [phone]. FAX [phone] 011795017

1/,T,r~, j v <,=u Y .
~ j j' f MANHOLE ~C ~ vr~ t' ~ ' ii r / 1 TOP EL=220.58 ~ j,„ Th
i ! INV iN=210.89 ~ r~ ~ i ~ f INV OUT=210.66 ~ ~ 1, ~ ,I
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~ / P~' / ~ ~ TO REMAIN A UUJ~<°~ 1 _ , ,i d~~ i' / / IN PLACE I
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l ~ \ 1t~1/ , - ' f~_ J, ~ - ' TOP EL=224.80 ~ \ INV IN-211.71
' ~ \ \ , i ~ INV OUT=211.61
j ~ ~ ~ ~ BENCH YMK UW15 OF CONSTRYCTXw ROCK CRO55 VINE
Ur \ . TREE -E- PROPOSED EASEMENT oamNC HENCE ~yy~ 3 ` PROPOSED FENCE ~ J-H001( MANE PROPERLY u,E
\ \ ~ PERMANENT FASENEN7 PROPOSm RP-RAP L..-, POIENIIAL MFMNO ® RES70RAMIN (PHASE Al
C ~ ~E' 1EYPOAAAY EASEMENT ~j EKISTwD MERAND Cn ~ 10 \ ` O SINIYARY SEWER NANNgE ~ 1PEE TD BE RENOVm FYJSYMO YwM CDNIWX
~ - NOTES: ~ roP-RAP E%ISiINO MA~aR CaMODR 40 0 20 40 80
1. CONTRACTOR IS RESPONSIBLE FOR THE PP PaAEA PaE Roar MLT cHEac -awe EKEiTNG 01EIDIEIO PONER UNE N --55-- E%ISTNO SANITARY SEWER UNE = PROTECTION OF ALL SERVICE LINES. la wRIDAnoN OONma vaNE _ ~ gCfiNKlElt coma ~ RaoT wAO PAOPOSEO Mwoa CONTWR
SERVICE LINES ARE NOT TO BE INTERRUPTED. - PROPOSmMAdoRCDNTOUR dN WM WATER ME1ER LOO VANE f
O a ONAINACE iNLEr ^ - ¢ ~ l IN FEET EP pPOSED AOCK ~ ~ TREE PROlEC1KKe FENCE AT fENCE
N 2. CONTRACTOR SHOULD CALL THE "CALL ~ -TMF- TREE PROIECTKw FENCE -Otr EMSnNG AN-RAP U BEFORE YOU DIG" NUMBER FOR UTILITY --~-PEAMINFNTEASEMENT aT`~E PRELIMINARY
~ LOCATIONS. (800-632-4949) No7 FoR coNSTRUCnoN
0
Cn PRERAAm w THE aEncE a: CLIENT: PR0.ECT: ~
ime - orn CHEVIOT HILLS 0
c nTLE: Q ~R~ pllL auwNer. a~Pr an ssoaates nce TN~, d ~ t ~ Nh an ~ n
la whldi slit wm ~ md~ Aeix~a% antl~lm-opx~rdlana~mtl~hle d a~mnf rNhwt~nlltmfwNMiol ml ~~0.d ~ 441y la Mw epeei& purpose and dlent /y~.~~.~~ Inu, shop be wilha~ liab9il to Kkde Hanpand Amoaaie0. IM. adaptatMn by Kbnley-Ham and Assaiatey (P,Q, Epx'. - ~D~ Q/{E~,~ Q] M e r ATUDm IeeoR nQ A IIII~! Ky New! ~ CapWight K:nley-Has aneyAeaadate~ Mr., zoos PhIOPE~ (9W) 677-2000 FNG [phone] g~,~ 011795017

16' STORMWATER
PIPE FROM POND •'t OVERFLOW
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- MANHOLE r~ MANHOLE TOP EL=216.55
DAYLIGHT PIPE t ~ / TOP EL=217:57 INV IN=208.24 INV IN=209.30 INV OUT=208.0,9r t
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~ 1. CONTRACTOR IS RESPONSIBLE FOR TH E ° ' use: PROTECTION OF ALL SERVICE LINES.
~ J SERVICE LINES ARE NOT TO BE INTERRUPTED. / ~ BENCH MMK
U' .-r f TREE RBaE aos vANE uwtA a cahsyRUCTdx -r^ EKIBRNC fENCE -E-PROPOSED EASFMFNT 2. CONTRACTOR SHOULD CALL THE "CALL
~~',J PROPOSm FENCE ~ J-NOOK VANE - PROPERTY LINE / ~ PEANAIRNTEAEEMENT PRarosEBnw_ 'T=,~ PoreNnAEYC,EUn BEFORE YOU DIG" NUM
BER FOR UTILITY ~ mdaaRARr FASEARM RAP y- RESraRaTlaN (PNAEE u) E>osnxcwEEwro LOCATIONS. (800-632-4949)
O SANITMY SEWFA NANllgl; x TREE 10 BE RFNDVID E1OA11NO MINCR CONTWR . Q AR AIP-RAP CYJSiINO MAJOR CONTpdR
PP POWER POIF ROC% SRT CKCK -dam- EMISRNC OIFRIEAO POWER LINE ~ ICV IIAAXIARIXI CONiAa VALVE E%IBRNO S,WITARY SEVER t1NE
_ ~ ~SPaRINIarR cadma ~ ROOT wAB _ PRroosEB MwoR caTOUx 40 Q 20 40 g0 y MM WATER METER LO6 VANE PR[POSEO MAJgt CON1aR
0 q OIEAINAOE INLE1 Q PROPOSED CREEK ~ a_ ~ RIFE PROTEC11Oq FENCE SAT FENCE
-BPF- BUFFER PRO1EC11(IN FENCE \J EE PAOlECM1N FENCE U aT LNE (IN FEET )
n
a PREL IMINARY ~ NOT FOR CONSTRUCTION
rn ~ PFEPARED IN 7HE OFFICE OF'. CLIENT:
ti PRQECT: im e - orn ~c-~
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IN PLACE ~ INV OUT=205.73
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r ~ 'dlA ~ ~ ~ ~F I \ , ~ ~ TOP EL=214.46 •Q~} ~ ! \ ~ ~ f j + ~'9( it ~ I INV IN=204.41
r / ~ l ~ T ~ 1~ ~ " INV OUT=204,37
a \ E ~ ' ~ ` j _ L
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o NOTES. r ~ ~ ~ ~ 1. CONTRACTOR IS RESPONSIBLE FOR THE ~ ` ~ ~ ( E ~ -...,p 00
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o SERVICE LINES ARE NOT TO BE INTERRUPTED. ~ ~ \
~ 2. CONTRACTOR SHOULD CALL THE "CALL ~ ~ / ~ ~ r- O
N ~ BEFORE YOU DIG" / 1 ~i NUMBER FOR UTILITY A
~ LOCATIONS. (800-632-4949 ^ . - 3 ~ ~ r-- ~A `
3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING `
~ T ~ ~ N OR REPLACING ANY PART OF IRRIGATION ARC pASN CST ~ =-.r , ~ WOOD SHELTER SYSTEM WHICH IS DAMAGED DURING ASpNALT C ~~-1qq~,~,,'~. - To REMIAN
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0 PRDPaSED FENCE d-X001( YMIE W; . \ \ J ~ PERMANENT EASEMENT ® PRDPOSEa RIP-RAP L.;)1:i;;7 POiENnA1 NEn.WD
n[uPDRAAY EASEMENT RESiatA110N (PHASE IQ T ,N EmnxcAEnANO
0 sAratuRr sEwEn uAreraE ~ mEE ro eE REMOVED EwsTMC uMDR caxTOUR ~ Q 0 E7D57NC uAUR CDNTglR Ra fdP-RAP
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~ SC 9CN 0 NN WATER ME1E11 laC VANE ~ PRDPOSED MAJOR CCNTgIR ER EMPa5E0 AOCIf ~ ~ SILT FENS CREEK
p ptAINADE INLET
t mEE PROTECTIDN fENce ~ IN FEET -o~c- Ezisnxc RIP-Rw mEE mOTECnCN FwcE -ePF euFPm PaatECnax FENCE -c- ar I1NE h PRELIMINARY
rN NOT FOR CONSTRUCTION 0
~ PREPARED w THE oma a: CLIENT; PROJECT:
n
im e - orn ~c-E~ % (~iEVIOT HILLS
a ~ ~~w ~.RA~ acamec an n~ ssociates nce Thh dacu 4 tageUer .ith Ne concepts wid daeigne preeenhd heron, ae an neNument al e-dca ie mended «ly ra UM epedfic purpaee and tlinl I ~ d A K: r« .hNh n:ae «ee R ar Vnp~ap dla.. a„ ud eaaun-t .Ithauc eXUen athaX:otlm ~,d aaaptotkn dy REnhy-Xan, and Ne«laie,, P.O, BOX 3:!068 - RALEK7H, NORTH CAROLNA 27~i8-3088 r Lf V r ATVa®eeoc nn n wroe lug
F- Ina., dMu de »;uwTrminy Fo iced.y-~ a AieaaimeA In<, Droriyhc Nmhy-Xo,n ana Abwat~, In.., saos PFIOWE~ [phone] FAXe (818) 677-?A50 ~ 011795017

~ ,
f,\ i f NOTES: >ST /
t. CONTRACTOR IS RESPONSIBLE FOR THE j PROTECTION OF ALL SERVICE LINES. g ,~c~ /
SERVICE LINES ARE. NOT TO BE INTERRUPTED. '1y + 4~-,/ ~ ,`a ~ r
~ 2. CONTRACTOR SHOULD CALL THE "CALL G~
BEFORE YOU DIG" NUMBER FOR. UTILITY ~ / LEGEND'
/ LOCATIONS.. (500-632-4949). / ~ eacN uARK moss vAxe uMITS cr caxsmucna+ / / ~ TREE -E- PROPOSED EASEMENT
/ CONTRACTOR TO REPLACE / EMISnNG FTIRX J-NODK vANE t PROPERtt LmE 3. CONTRACTOR iS RESPONSIBLE FOR THE REPA#R woo6 CART BRIDGE / ° PR°PD~~~ ~
C~~.i• '~O/ f PEAMANFNT EASEMaT PROPOSED RIP-AAP POIanAL WEIUND OF ANY DAMAGE DONE TO THE MQNITORING Oi• / TaPaRlatrEASaaT ® RESTORATwx(PxASEIp
~ \ ~ ~ ti.~, ] EwsnNC xETUND / WELLS DURING CONSTRUCTION. ~ / O SANITARY SEVER NANNOIE ~ mEE TO SE AEM04ED EKISTAiC MNOR CONTWR
l ~ j E r \ I ~ j \ RR AIP-AAP EMISnNO MAJOR CQVTWA .f PP POWER POLE ROCI( SILT giEDK -pp- EKISnNC OVEAHEAO POWER UNE 1. A
\ r ~ ~ ,Rp ~ I``t}CONG HEADWALLICV IRRwAna CONmOL VALVE --SS-- EMlsnuc SANITARr sEWEA uNE ~~7 \ d ~ ~ ~ .~"~.r'~ sP ~ sPRINKLER coma ~ Root wID PROPOSED MNCa coNTCUR
/y sc sa r I ( / V(1 w WAIFR METER LOC VAN PROPOSED MAJOR CONig1R 1 t ~ / ~l ~ w oRUNACE ~NIET E f PROPOSED OiEa
' it i - ,l~ ER Ef~OSEO ROCK SIT F l ~1~ ~ ~ TREE PAOIECnIXI FENCE L aCE t !G( ~p7 EMSDNC PoP-RIP ~ n ~ li i / 't 7REE PA01ECnON FACE
I ! t t I ~ J ,E EUFfER PROIEC110N FENCE ~ 1 -O- qli UNE
' ~ GOLF GREEN ~ ~ ~ _ f is I RIP RAP ENERGY t J ` ! L ~ DISSIPATOR
~ 1 ~ ~ ~ / ~
,,i,.r~~ 1 ~ ' SAN(Y~`RAP ~ ~ ~ ~.t ,ii ~ OUTLET STRUCTURE CONTRACTOR TO P ( l~ ~ r (RISER) REMOVE CONCRETE
~1~
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~ BRIDGE / ~ S SPILLWAY MICRO V ~ , ~ / ; / /1~~ BRIDGE y Pool ~ '9~
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~ Ma ehaE n. wtN ~asWCy m Kanl.r-Nam a",aoaiava Mc. PHONE (91B) 677-2000 F 91D Capwl~t N'rnlay-Hom ad Aaodotn, Inc, 2fA5 ~ ~ j ~_p~
YA• 011795017

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\ \ SERVICE LINES ARE NOT TO BE INTER i r \ ..i RUPTED. 1 ~
\ 2. CONTRACTOR SHOULD CALL THE "CALL
it ~ J BEFORE YOU DIG" / ~ / NUMBER FOR UTILITY
~ \ t.,i LOCATIONS. (800-632-4949)
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PROTECTION TO 1 / ~ / --Cr- EnsiWFa FENCE V ~-tna vut PflaPESn ~ / i ( ~ t ~ PflOPOEkD Pao
PROTECT BANKS r r ~ / / ~ ~ ~ PEANANaiEAEENFNi ® P0.0POSEEfflE'-0.AP l---i ~~A~ ~n~iq g AND DIRECT FLOW i' % % r ~ f 1°P02'~'E'~M01T EwsiWrcx~nANo
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RIP-RAP / ~ f l / kv mscAna coma vALVE --ss-- aisTMC s,wrAxr sExcs ir~E If1 / ~ ~ i ~ \ sP ~aNCtEfl comma ~ 0.001 Wx0 PROPOSED NAgA caFmufl iv OUTLET I ~ ~ / ! ~ 9tli ~ P / / 1 ~ WN WA7FR vEmR LOC YANE NAJO0. CONnAm
o ROTECTION~ ` / / , ~ N OflAWNCE ~MEi n ~ PRwOSm ER E7wOSE0 ROCK ~ mEE PROTECIKlN FACE 4Li FENCE
~ / \ \ f / ; _ ~E ~C M~ mEE PIIOIECmN! FACE ~j / ~ I ~ / ~ / FEIITF CUT WE
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rn n FNiEPAREO w t~ afla a: CIIENT:
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aooan-L logeNr Mth Ue cmagh ma deeigne pee-led hens, oe m FeNunent d u inter ssociates n a chide it roy pr aed, Aeuea, of aM hn dea only kr the epedfi< Puryoae and dNnl I Ce I- Na ehd n. Waa~unhNty m Krnley-Nae°;n°u°A„a~ia ieuN aeon,-t eimat Witten vuQimrkn as eaepimwn by K~aey-Nan ana A>mdetes P.O. BOX 33088 - RALEgH, NOliTli CAHOLNA 27838-3088 ~ r L.111\ ~ m
CoPfd9ht Key-xem me A»od,tee, ins, Zoos PI'101~ (9N) 677-2000 FAXe [phone] Arwe ieeoc no a WA®c am w~
SAE: 011795017

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N mid bs NMw~PlioweillyRLO~wley aNm~i and" rAa~a~kli:° i~~ ie a~a~al .iawt .mtn wuQi:o<ia~ as wWlmia tr NMi.y-Nay as Aa«mua P.O. BOX X1088 - RAI.BC311, NOFITH CAROL.NA TJ838-3088 r IIVf- V~7GN X71 flGl`1M r f7VflL.G~7 Anwo ewelx nu +a ~ee~e oar wr~e ~ o~>.y~t et~m~y-Nam as A„a~ma ma, zoos PfpPEr (91D) 877-2000 FNG [phone] 011795017

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NEL A 41+70.37 MAIN CHAN ) STA 10+00 TO ST
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ROLINA WAKE COUNTY, NORTH CA
01 PROJECT ID NO. 0406077
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TYPICAL BUFFER EASEMENT P / LAN FOR RESTORED STREAM
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c BANKFULL BENCH TWLL BE MAXIMIZED WHERE POSSIBLE
"BUFFER VALL BE CONTAINERIZED TREES, SHRUBS AND O HERBACEOUS PLANTINGS IN AflEAS OUTSIDE CF PLAY.
BUFFER WLL BE CONTAINERIZED LOW GROWTH SHRUBS C7 ANO HERBACEOUS PLANTINGS IN AREAS WHERE PLAY MAY
CROSS THE BUFFER. SEE SHEET 3A FOR AREAS WITH LOW 0 GROWTrI BUFFER.
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