20040478 Ver 1_COMPLETE FILE_20040329

E N G I N E E R I N G
March 31, 2004
bq- 0g7g
8 000 Regency Parkway, Suite 200
Cary, North Carolina 275 1 1
P It o tic: 9 1 9. 4 6 3. 5 4 8 8
Fax: [phone]
WETLANDS/ 401 GROUP
APR 0 C 2004
WATER QUALITY SECTION
To: David Baker, Asheville Regulatory Field Office, US Army Corps of Engineers
Wetlands 401 Certification Unit, NC Division of Water Quality
Dave McHenry, Mountain Region Coordinator, NC Wildlife Resources
Commission
From: Daniel Taylor, Buck Engineering
Re: Applicant address change for the Greasy Creek Stream Restoration Project PCN.
The PCN for the Greasy Creek Stream Restoration project, located in Clay County, North
Carolina was submitted on March 25, 2004. The address for the applicant, Callie Dobson
of the Hiwassee River Watershed Coalition has been changed. The current address is
listed below. Please use the new address for any correspondence to Ms. Dobson.
Ms. Callie Dobson, Executive Director
Hiwassee River Watershed Coalition, Inc.
87 Upper Peachtree Road
Murphy, NC 28906
Phone: [phone]
Email: [e-mail]
If you have questions about this project, please call Callie Dobson at [phone]. If
you have questions about the design, please contact Daniel Taylor at [phone].
Thank you for your cooperation.
Sincerely,
-oQ -?l
Daniel Taylor
w w w. b u c k en g i it cc r in g. c o rn
MEMORANDUM
TO: John Dorney Regional Contact: Barnett, Kevin
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Greasy Creek Stream Restoration County Clay
Project Number 04 0478 County2
Recvd From APP Region Asheville
Received Date 3/29/04 Recvd By Region
Project Type stream restoration
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req.
27 Stream O Y O N ? 1-42-9 NSIy F__ 40,501. F_ 1,472.00 1,472.0
F_ OY ON F_F_F_F__(_F_F_ _(-
Mitigation Wetland
MitigationType Type Acres Feet
Stream restoration Stream 1,472.00
F_ F F_
Is Wetland Rating Sheet Attached? Q Y @ N Did you request more info? Q Y @ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y @ N
Is Mitigation required? Q Y O N
Recommendation: Q Issue @ Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue with following:
Every op ortuni y to discharge stormwater through vegetative buffers shall be utilized.
Continous turbidity monitoring shall be conducted during active construction in Greasy Creek
immediately downstream of this project. Should the recorded turbidity levels exceed 10 ntu, all work
shall cease and measures put in place to prevent future exceedances,
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: Project Name:

To: ?ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
From:

DWQ#:
County: ?-
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
3 _e?/
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? 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
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
i
az?6_2 z2 r z 6
Gli L-
t

ENGINEERING
March 25, 2004
8 000 Regency Parkway, Suite 200
Cary, North Carolina 275 1 1
Phone: 91 9 . 4 6 3 . 5 4 8 8
Fax: [phone]

To: Asheville Regulatory Field Office, US Army Corps of Engineers
Wetlands 401 Certification Unit, NC Division of Water Quality
Mountain Region Coordinator, NC Wildlife Resources Commission
Beth McGee, Clean Water Management Trust Fund
Callie Dobson, Hiwassee River Watershed Coalition, Inc
From: Daniel Taylor, Buck Engineering
Re: Permit application for the Greasy Creek Stream Restoration Project.

2004

Please find enclosed a Pre-Construction Notification Application and a stream restoration
design for the Greasy Creek Stream Restoration project, located in Clay County, North
Carolina. The purpose of the project is to improve water quality and aquatic habitat by
reducing sedimentation due to channel instability. The project is funded by the NC Clean
Water Management Trust Fund through a grant to the Hiwassee River Watershed
Coalition, Inc., therefore a permitting fee has not been included with this package. This is
not a stream mitigation project.
If you have questions about this project, please call Callie Dobson at [phone]. If
you have questions about the design, please contact Daniel Taylor at [phone].
Enclosure
w w w. b u c k en g i n e e r i n g. c o m
L f'-
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Joseph Baumgartner & Judith Alvarado
Mailing Address: 132 Greasy Creek Rd.
Brasstown, NC 28902
Telephone Number: 828-837-0729 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Callie Dobson, Executive Director
Company Affiliation: Hiwassee River Watershed Coalition
Agent of Cherokee County Soil and Water Conservation District
Mailing Address: 1467 Mining Gap Trail
Young Harris, GA 30582
Telephone Number: 706-896-8091
E-mail Address: [e-mail]
Fax Number: 706-896-8091 *51
Page 5 of 13
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: Greasy Creek Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Clay Nearest Town: Murphy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Murphy, NC take 64 West
to Old 64. Travel South and turn left on Greasy Creek Rd. project site is on right.
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. Property size (acres): -1 acre impacted
7. Nearest body of water (stream/river/sound/ocean/lake): Greasy Creek
8. River Basin: Hiwassee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Project is located on 3 acres currently used for a single
family dwelling.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
A new channel will be constructed and In-stream structures will be installed in improve the
channel dimension pattern and profile. A track hoe, dump trucks and hand labor will be
used.
11. Explain the purpose of the proposed work: To improve water quality and aquatic habitat by
reducing sedimentation; improve stream stability; and improve riparian and floodplain
functionality. This is not a mitigation project.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The existin.R unstable stream will be
stabilized usin.R natural channel desim techniques
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
indicate on ma Type of
Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
Greasy Creek Stabilization Greasy Creek 16 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 8 of 13
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.inalgpest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,472 ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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 oroiect will enhance stream stabilitv by creatine a natural stable channel, nrotectine stream
banks, providing grade control, improving bed features, and reducing sediment concentration in
the stream.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgid htm].
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 13
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):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPAISEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Page 11 of 13
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered' and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Page 12 of 13
3/ . 010 4
Applicant/Agent's Signature - Joseph Baumgartner & Judith Alvarado Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
BRASSTOWN CREEK WATERSHED PROTECTION PROJECT
MAINTENANCE & COST SHARING AGREEMENT
This Agreement is entered into by and between Clay County Soil and Water
Conservation District (hereinafter called "District') and Joseph Baumgartner and co-
owner. Judith Alvarado (hereinafter called "Owners") on this the ,13th day'of November
2003.
WITNESSETH
That, whereas" District and Owners have agreed to preserve, enhance, restore, and
maintain the natural' features and resources of the riparian area described herein, to
provide 'habitat ' for native plants and animals, to improve and maintain water quality, and
to control runoff 'of sediment, District and Owners he enter into a maintenance and
cost sharing agreement for the watershed restoration"project for Brasstown Creek;
That, whereas Owners own the,property' along and with Greasy Creek containing 3.77
acres;-more or less located in Brasstown Township, Clay County, North Carolina, and
more particularly described in an instrument recorded in.Deed Book 230, Page 19, Clay
County Registry and further 'described in Exhibit A' attached hereto and by. this reference
incorporated herein;
That for, and in exchange of, the grant of easement by Owners to" District, and the
remittance of any applicable fee by Owners, or hereinafter stated as necessary, for the
analysis. evaluation, assessment and implementation of the watershed restoration project
for Brasstown Creek and its tributaries on propery of Owners;
That, whereas property of"Owners will be substantially enhanced aesthetically, physically
and financially by prolonging the life of the land and waterway(s);
Page 1 of 8 Io Hers
And, whereas, Owners and District understand, agree to, and acknowledge the following
definition, provisions and requirements as per the Riparian Buffer - Plan of Operation.
That, the District may assign this maintenance agreement and easement, in whole or in
part, to accomplish the objectives stated herein or may. employ such employees,
contractors or subcontractors, as it sees fit to implement and comply with the terms stated
herein; and, that the Hiawassee River Watershed Coalition, Inc., hereinafter called the
Coalition, shall coordinate all activities in connection herewith and shall stand in the
shoes of District insofar as implementation of the program is concerned including, but not
limited to, allocating and authorizing disbursements from the North Carolina Clean Water
Management Trust Fund, hereinafter called the Trust Fund, established for the finding of
such a project;
That, nothing contained herein shall hmder,: finpede, or'negate any private or public
% constitutional obligation or obligations, which District shall or may have with any state or
federal agency for the funding of the project or program;
And, the owners herein agree, grant, and convey the appropriate consideration of an
easement or riparian buffer, . as the ease- may, "be, with all: the rights; - obligations, and
amenities necessary to District for the completion of the endeavor as herein stated; and,
that this grant by Owners to District shall be appurtenant to and shall run with the
premises of Owners, therein, assign or transfer.
L RIPARIAN BUFFER PLAN OF OPERATION
DEFINITION: , The riparian buffer zone is the vegetated area along the streambank that
requires stable growth in order to . protect the.stream and keep the streambank from
eroding. The width of the zone is measured in fee :fr om the top, of the streambank. After
restoration projects are .completed, this area is `planted' with native trees and shrubs
capable of developing substantial root systems that 11 will,hold the soil in place during
storm events or high water. The District, 'or agent of the District, will consult with the
Owners in selecting the types of trees or shrubs to be planted. The agent will make every
effort to coordinate-the wishes of Owners with the requirements ofthe,funding agent:
INSTALLATION: The required riparian buffer plantings will be provided. The
Owners will be given the opportunity to assist in selection of tree. and shrub species to be
planted in the buffer zone. The area also may be under-planted in grass recommended by
the District.
USAGE: Though there is a maintenance agreement (as per Subsection 'A below), the
riparian buffer zone remains available for. use 'by the Owners. The., area can be used for
recreational purposes or incorporated into the use of the surrounding property provided
the following provisions discussed under "Maintenance" are adhered to.
MAINTENANCE: None of the 'trees in the buffer zone may be removed - neither the
ones planted, nor the ones left standing during the project work, nor the wild trees that
Page 2 of 8 i
nitials o wners
may grow after completion of the project - without consultation with the District and or
agent of the District. Once again, the District will cooperate with the wishes of the
Owners, where possible, to enhance the use of the property. [For example, if the Owners
wanted to remove several trees to create a picnic area near the stream, the planting of
additional trees or shrubs in the area could possibly accommodate this.] Under no
condition, nor at M time during the agrrg d to period, may a bush hog be used within the
riparian buffer.
MONITORING: District or agent of District will set up a program in which the project
construction area and buffer zone maintenance will be monitored on a regular basis. The
monitoring activities will, include periodic physical evaluations of the stream or
streambank improvements; checking the effect that the improvements have had on water
quality and biological. communities; conducting inventories of vegetation, noting trees
and shrubs that are dead or. damaged for possible replacement; and performing periodic
checks of the maintenance by Owners of the riparian buffer. Monitoring activities may
continue for the lifetime of the maintenance agreement.
A. THE OWNERS SHALL AGREE TO:
(1) Implement: the:streambank repair and riparian restoration plans to the
best of their ability in compliance with the rules governing this cost
share program and. according to the Plan of Operation, and will not
begin-: implementation:until - the Clay County Soil and Water
Conservation District, or agent thereof grants approval.
(2), Maintain and continue the cost shared streambank repair and riparian
restoration plans of the Plan of Operation for the minimum life set
forth.by the Soil and Water Conservation District cost share option. If
the Owners ; fail to maintain.. properly or continue the cost shared
practices. for. the intended use for the life of the agreement, the Owners
shall be required to repair or re-establish the instream structures,
streambank and/or: riparian _ vegetation within 30 days (up to one
calendar - year for vegetative practices) or be required to repay the
Trust Fund a pro-rated amount of the cost share payment as set forth
in the rules governing this program. If the Owners abandon the
implemented plan;: and convert; the use of the cost shared plan or fad
to maintain the plan properly, the Owners will be required to repay to
the Trust Fund a pro-rated amount: of the cost share payment as set
forth in the rules governing this program.
Page 3 of 8
Initials of Hers
(3). Allow access to the property by the: District,. Coalition, and/or Trust
Fund. representatives: at . reasonable times to provide technical
assistance and . to - inspect the : operation plan - during: and after
implementation for proper installation, maintenance and continuation.
(4) Require,any.person(s). to whom the benefited acres are. transferred by
sale, lease or other means to sign a statement (Exhibit B attached
hereto) to maintain and continue the cost shared instream structures,
streambank- or.: riparian vegetation:: for; the remaining life of this
agreement as; a condition of.the: transfer..of ownership: or control. The
Owners-shall give: a copy of the statement .to: the District or Coalition.
Failure r of the Owners,-to; secure such ,an; agreement will ' require the
Owners to repay the State, apro-rated amount : of the::cost share
payment(s) as set forth in the rotes governing this program.:
(5) Reimburse the District as applicable: according to the cost-share option
selected:
For Stiva.M.9 er-eateF by the Coalition);
_ &Afflem pt39r
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Ir-
4 €er-39-years-"ith 1003/ a st u
R 30.fbet wide-riparian- er-tti3 .
ither with eash-er i$- 14-A -4- 1534 of t -he
pr*eVeest (856-1-
°3` he Est-FUnd}:
For streams less than 5 feet wide (determined by the Coalition), Owners
chooseone.? ofthe:following two options:.
a 15-foot wide riparian buffer with a permanent Conservation
C/?ment and, 100% funding by the:Trust Fund.
Page 4 of 8 /-- }.}
mil 'tials of ners

`?f
B.
SITE SPECIFIC CONSIDERATIONS: That, in addition to
maintenance and monitoring agreements in the Plan of Operation, Owners
hereby request and agree to the following: ?D 4a Oty
¦ . Bamboo at the site will be removedt. . n . 41-` 15' r i pa. ; &K.., bVST& 1,
Landowners will be involved in determining trees and shrubs that
are planted in the riparian buffer following construction.
0w a"e'a o ba -boo (owfs-;dc,4;,t, bXcr alua) 0%
61f1n urS a-t' 'ii m. , 1 bX" rt w11oYa--
rev lac ni? b?bbv Aovs rot WeYOCL? or aYt?r-4??CC?
-?. ? 5' ? ? ?er?i w?-? b ?-??'e.?r v es3 e.-tc.?i o n
A 4'rtlie.4-1 W It 0 b{, AtAt ovree- a,-' 4-P
THE DISTRICT SHALL AGREE TO: ? a%`'^; ` ) b&A`` boo ?eA--,
(1) Provide technical assistance for the planning design, implementation,
and certifications for all streambank repair and riparian restoration
(cost shared and not cost shared) contained in the Plan of Operation.
(2). Supervise payment for 100% or 85% of the project cost as applicable,
in exchange for a permanent Conservation Easement or 30-year
maintenance agreement as per Owners' choice in Subsection A above.
Page 5 of 8
:,tea itials of ?ners
,.
a
That, Owners hereby :declare, state, and affirm that they agree and understand that the
spirit, interest and implementation of the program will substfurtially enhance the aesthetic
appearance of their property while simultaneously restoring the useful life of the creek or
stream concerned
WITNESS OUR HANDS AND SEALS, this day and year above written:
NORTH CAROLINA
Alvarado, OWNER
CLAY COUNTY
I, Lucy.. Cole Gratton, a Notary Public of 4he; County.. and. State aforesaid, certify that
7oseph'Baumgartner and Judith' Alvarado,,- Owners, personally appeared before me this
day and, acknowledged: the.execution;of thc:foregoing instrument. Witness my hand and
official `stam'p or seal, this 13th day of November 2003
My Commission Expires: e 914 0/
o Public

Page 6 of 8
/ r
i
N
lZ
? ,? Gee
/•Gte s?
G
Project Location ` egtar d
Hiawassee River Watershed Coalition
Cherokee County
North Carolina
- berok e, Figure 1: Vicinity Map
Greasy Creek
0.5 0 0.5 1 Miles
'. ??/ ? 5 t?rl ? ?? t , / Y-;: " I ?-.`? •~`/' '? \ 1 ? :? { ? J / ? ? I `? yV..' ?? 3? /• fl 1^\`? ``c_
? _IJ „• / _ 1l l?i_Jlt: ' ? •\i-_T /r-?-fit : j1 ?_., ?t \_?r1-.? , ,? ???_ \, ?•?r ? ?C`?R I+r
J
V ?, ~/?\1 -` , _ - Uf't.r 1•-.- rJ `1? 1 .J ? 4 J? ?.?? +r r ?'1 7' i ?? ! Iv t
i. ] ?-?^ -?'-`-'11 r-•??}??.: ?.r? .•;irP ) \ ``?/. ?\,n trJ 'JJ i' i
a ?` !?_J ?,??.; (y?._? r f ?'l' ;??"? I, \??., ? y .r-,t :•t\?? _ p ?J t' ; r )., /r.? , ?C f\[l„ ,
' Q
u lc '\ => . ; :7 1 t 4 ' • ?" cJ l c?`? F fY, n `
rA
< 4 ` `
r f jj `` ,, ?i J^ r ?
,--,? , lr?` .? ? L? 1?? 1 ,_ J=: r `? ? ?\? F.•--ter .
l ?`?--'?L, ? \f ?r!^•?, /r?r,}l't r.? ??.???\?'J 4-?? l ?ft `_??-?. lr ..!- 7 ? `-'? 1 ``??`tiV-?,.,Sj tom''
J-N
70-
j i G.?''? ; . ??1"/ 1_> r \ 1 '?-???`?,?• ^ ire- ??I?--
?? -?7..? ?? ?(rJ
r 7 J a:? Sul F Standc-' i • : C _ 1 '' // j.r/ S 1 '` r-s?!}J ri r i = / _
\4 14 "L
r ? ' J l 1 4 s•/}c' 7,.^- r.-I L ? ?-+.,_J. ?Lr??; ? r 5., `? , J t -al
?k •• ,?r.l ? ? 1-?S's`J ' ?'Z `` i l' S v ?.??`>?J ? / C` _ _ ?s --?.? \ -f' l? ?tc'..?^.a?, ??.t\ l ?? _? i
,,•?` ? / j.L ^ ?: `1 v c o v ¢ ;j(
?..- • ` -2? -. rf vl' ' -f \ 1; ;? J-- r- •'? S sJ u l l 'l.'1 '.?.fl /
C'O
??? i ?? : "a?-' ^' ?'?? % lR, \?/r?J/f?'?1 f ??-- y '; ,r'•--' c ? ? `' _ ?'? '?.. v fJ J ?r ?.? `• 'w ?' ` ~
001-1
'`,? ?r...__ /- ,..J ?r?S ? ????? ?J,r +• '.fit 5 ' .? \ t ?,? , ?+ f r•? / rt' I ` ]- ?1 r'i'j I : ?
?, ? ?, l? ??- ?6`i•a ? ? ? ^° ?? \???4j " y lrc:'?
?.--• J s r, '?`}• if ,: !
-t,?b??;r1 Ys'' ,?; ''` ? ?' \,, S- 'J-3if? • r,: '?.. ?' ? t??, ? r,
Hiwassee River Watershed Coalition
Cherokee County
9.,4_ North Carolina
Nigro of Figure 2: Watershed Map
Greasy Creek
1000 500 0 1000 Feet
.ti
PROJECT DEFERENCE NO. SHEET N0.
IHIWAS E]E RIVER 0182 1
135 4
+ WATERSHED' COALITION
1137
1136 O cfe
TI 1131
-
?
A
PRELIMINARY PLANS
1100 C
A
Y COUNTY DO NOT USE POX C0NSIAUC1bN
I
t 1116 ?Ll
t $ j,
LOCATION. GREASY CREEK
BRASSTOWN
N.C.
4 PROJECT SITE j , eoaaRro•nnram.r.sun.loa

A7, NuM Ctm6m 27511
®K?Ii.Vi
BUCK
- 1100 L?NL RING A PE :1114}5105
= 9194a
126
"°'
VD4
1 TYPE OF WORK.• STREAM RESTORATION
?
,
4
,
1T8
•
VICINITY MAP
SEE SHEET I-A FOR SHEET INDEX
1
f
BEGIN CONSTRUCTION fss

STA. 10+00.00 Sao

I

l i hI \ 5 , ?.?\

00
t
Pftq
'
?
® I
END CONSTRUCTION
STA. 24+72.48

GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF. PROJECT ENGINEER

EXISTING STREAM LENGTH
14
2 BE?U`I?\ eWO P a.pN-C-6-6151 C N 194e3-5/8A18511
*
9
2,0 10 0 20 40
DESIGN STREAM TYPE
E4 =
7
FEET Fm
1
"S
CNO NLERINO Fu RSSw
PROPOSED DESIGN STREAM LENGTH = 1431 FEET
PLANS DESIGN REACH LENGTH 1431
® 20 10 0 20 40 BANKFULL XSEC AREA 25.0 DANIEL TAYLOR
R
PRO
CT
G
PROFILE (HORIZONTAL) BANKFULL WIDTH
BANKFULL DEPTH
D 17.3
1.4
12
0
LETTING DATE: rNEE
JE
EN
KEVIN L. TWEEDY
PE
5 0 5 to RATIO
Wi . ,

CONTACT. CALLIE DOBSON PROJECT DESIGN ENGINFFR
PROFILE (VERTICAL) PROJECT ENGENMER PE
SfGN,fTURE•
FROJECF REFERENCE NO. SHEET NO.
INDEX OF SHEETS STREAM CONVENTIONAL SYMBOLS /82 I-A

SUPERCEDES SHEET 1B
1 TITLE SHEET
1-A SYMBOLOGY- BUCK ENGINEERING

INDEX OF SHEETS,
sal PRELIMINARY PLANS
LOG VANE DO NOT M FOR CONeT MMON
STANDARD SPECIFICATIONS AND STREAM p p p BOULDER CLUSTER
DESIGN SPECIFICATIONS LOG WEIR p
SNCDOT
T
2
2 TO 2-C
STRUCTURE DETAILS
..
ROOT WAD -1IHlHIHIF- SILT FENCE
3 CONSTRUCTION SEQUENCE OF EVENTS

4705 SUMMARY OF QUANTITIES
PLAN VIEW OFPROPOSED AND B= « r200

q,N -4 27511
SAFETY FENCE o.xan9Z`Mu8sn
BUCK _Q A 1
Rnoox Ru?aeae
EXISTING STREAM LOG CROSS VANE NO N R R R NO F¢ 91w63-UW
6 PLANTING PLAN CONSERVATION EASEMENT
-
n
-
7 DESIGN PROFILE SHEET 000073 ti
l
O? J-HOOK
® TRANSPLANTED VEGETATION
ROCKVANE
TEMPORARY SILT CHECK ROCK STEP POOL

FOOT BRIDGE
L J TEMPORARY STREAM TREE REMOVAL
r -'I CROSSING
LJ PERMANENTSTREAM
n TREE PROTECTION
F-I CROSSING
ROCKCROSSVANE
,o CONSTRUCTED RIFFLE
WING DEFLECTOR

DOUBLE WING DEFLECTOR

PLANTING SPECIES LIST STANDARD SPECIFICATIONS
NC. EROSION AND SEDIMENT CONTROL
P LANNING AND DESIGN MANUAL - DECEMBER 1993
SEEDING LIVE STAKING
Common Name Scientific Name Wetland Code Common Name Scientific Name
Fox Sedge Carex vulpinoides OBL Silky Dogwood ( Comus amomum) 6.06-CONSTRUCTION ACCESS
Soft Rush Juncusef(uses FACW+ Black Willow (Satixnigra) 6.60-SILT CHECK
Virginia Wild Rye Elymmus virginicus FACW - Silky Willow (Safxsericea )
6.62-SILT FENCE
Deer Tongue Panic clandestine FAC+ Elderberry (Sambucuscanadensis)
Switch Grass Panic verbatim FAC
6.70 - TEMPORARY CROSSING
BARE ROOT VEGETATION
Common Name Scientific Name Wetland Code
Tag Alder Alnus senu/ata FACW
Sycamore Plantus occidentalis FACW -
Spicebush Linderabenzoin FACW
Persimmon Diospyros virginlana FAC
Black Gum Nyssa sylvaatica FAC
Witch Hazel Hamamelis virginiana FAC -
N
m
O
C
a
a
C
0
d
Na
1-2
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ........................................... - ---
Prop. Slope Stakes Cut ........................
Prop. Slope Stakes Fill ........................
Prop. Woven Wire Fence ...................... e e
Prop. Chain Link Fence ..................... -E 3 - E3
-
Prop. Barbed Wire Fence .....................
Prop. Wheelchair Ramp ----------------------
Curb Cut for Future Wheelchair Ramp • . • • • • • D
Exist. Guardrail ............................... _
Prop. Guardrail ................................ . . .
Equality Symbol ...............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................ m
Existing Right of Way Marker .................. Q
Exist. Right of Way Line wMlarker ............. - -Q- -
Prop. Right of Way Line with Proposed
R(W Marker (Iron Pin & Cap) ..............
Prop. Right of Way line with Proposed
(Concrete or Granite) RrW Marker ............
Exist. Control of Access Line ................... ----- ---- I'C%,.-

Prop. Control of Access Line ...................
Exist. Easement Line ........................... __E_
Prop. Temp. Construction Easement Line ...... - E
Prop. Temp. Drainage Easement Line ......... - TM-
Prop. Perm. Drainage Easement Line ......... - rax-
HYDROLOGY
Stream or Body of Water .................... _
River Basin Buffer .............................. -Re9-
Flow Arrow .................................... __..->
Disappearing Stream ........................... ?..._
Spring .......................................... Q•-..
Swamp Marsh .................................
Shoreline ....................................... -------
Falls,Rapids .................................... - -i•- -
Prop Lateral, Tail, Head Ditches ...............
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ........... .. ..
Bridge Wing Wall, Head Wall
and End Wall JcoNC .rC
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .......................... c\
Pipe Culvert ................................... . = ==;
Footbridge ......................................> - -- ---<
Drainage Boxes ................................ cR
Paved Ditch Gutter .......................... - - - _
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ...............................
Prop. Power Pole ............................... b
Exist. Telephone Pole ..........................
Prop. Telephone Pole .......................... .o.
Exist. Joint Use Pole ............................ 41
Prop. Joint Use Pole ............................ -6-
Telephone Pedestal ............................ ID
U,G Telephone Cable Hand Hold ...........
Cable TV Pedestal ............................. p
LEG TV Cable Hand Hold .................... 0
LEG Power Cable Hand Hold .................
Hydrant .........................................
Satellite Dish ................................... YJ
Exist. Water Valve ..............................
Sewer Clean Out .............................. Q
Power Manhole ................................
Telephone Booth ............................... 111
Cellular Telephone Tower ......................
Water Manhole .................................
Light Pole ...................................... p
H-Frame Pole .................................. e-- o
Power Line Tower ..............................
Pole with Base ................................. p
Gas Valve ..................................... 0
Gas Meter ..................................... 0
Telephone Manhole ............................ Q
Power Transformer ............................. Ed
Sanitary Sewer Manhole ....................... 0
Storm Sewer Manhole ........................ (D
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... 0
A
Traffic Signal Junction Box .....................
Fiber Optic Splice Box .........................
Television or Radio Tower .....................
Utility Power Line Conners to Traffic
Signal Lines Cut Into the Pavement........... - rs-rs-
Recorded Water Line
Designated Water Line (S.U.E.*) .............. -,-.-.
Sanitary Sewer ................................ -ss-ss-
Recorded Sanitary Sewer Force Main ...... -rss-ns-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss--rss-
Recorded Gas Line
.......................
-cam
Designated Gas Line (S.U.E.*) ................ _ R -c-_
Storm Sewer ................................... 4--s
Recorded Power Line ......................... P -P
Designated Power Line (S.U.E.*) ............. _ IN _ -r- _
Recorded Telephone Cable .................. -r-r-
Designated Telephone Cable (S.U.E.*) ------- --r- -r_ -
Recorded WG Telephone Conduit ....... -rc-rc-
Designated USG Telephone Conduit (S.U.E.*) _ _rc--rc--
Unknown Utility (S.U.E.*) .................. -run-fim-
Recorded Television Cable .................. -rv-rv-
Designated Television Cable (S.U.E.*) ....... -_n--rV--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) ..... __ro--rc-
Exist. Water Meter ............................ 0
LPG Test Hole (S.U.E.*) .......................
Abandoned According to U/G Record........ unit
End of Information ............................ EJU
BOUNDARIES & PROPERTIES
State Line
County Line
Township Line ................................. - ------
City Line ........................................ - ----
Reservation Line ................................ _ ------
Property Line ...................................
Property Line Symbol ..........................
Exist. Iron Pin .................................. aq
Property Comer ................................ __+
Property Monument ............................ 19
Property Number ..............................
Parcel Number ................................. 123
6
Fence Line .................................... -x-x-x-

Existing Wetland Boundaries .................. rr 6 rsew
- _,LB- _
High Quality Wetland Boundary .............. -RO n13-
Medium Quality Wetland Boundaries........ -MO n13-
Low Quality Wetland Boundaries ............. -xB ne-
Proposed Wetland Boundaries ................ -,LB-
Existing Endangered Animal Boundaries...... - _ EAB- _
Existing Endangered Plant Boundaries ........ - -EPB- -
BUILDINGS & OTHER CULTURE
Buildings ....................................... CE!j
Foundations .................................... r_J

Area Outline ................................. C -?
N
Gate ...........................................
Gas Pump Vent or U/G Tank Cap ............
Church ........................................ ds
School .........................................
Park .......................................... ?- -
Cemetery ....................................... --
,- t ]
Dam ............................................
Sign ............................................ o
Well ............................................ o
Small Mine .................................... x
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ................................ - - - - - - -
Hard Surface .................................
Change in Road Surface ..................... ..............
Curb ...........................................
Right of Way Symbol ......................... R/tr
Guard Post .................................... ncP
Paved Walk -------
Bridge .........................................
Box Culvert or Tunnel `- - - - - -
.............. -------1
Ferry .......................................... -------
Culvert ....................................... ,.............,
Footbridge ..................................... ..............
Trail, Footpath ................................ .
Light House
VEGETATION
Single Tree .................................... 0
Single Shrub .................................. o
Hedge ......................................... r
Woods Line .....................................
Orchard .................. ......----...... 4f?f{JQa
Vineyard ...................................... ?_vrrrxrm
RAILROADS
Standard Gauge
ar rm-sl tl al
RR Signal Milepost ......................... o
YIDiEf ?
Switch ......................................... Q
PYp
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS 1 TYPICAL PLAN VIEW AND PROFILE I PROJECT ENGINEER

><vY
DJAu
? M15N
RIFFLE A-A

0#IVx
POOL B-B
NOTES
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
AND ATHALWEG WALL BE SHAPED PER DIRECTION OF ENGINEER.
2 POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.
?ARIES TOP OF TE RRACEVARIESI 1 I I a \?
T
D kx
S M1bA
REACH 1
RIFFLE POOL
17.3 210
14 1.6
20 6D
120 126
25.0 42.0
T.1 so
TYPICAL STRUCTURE PLACEMENT
PUNTS (TRANSPLANTS
ROOT PADS
(NUMBER AN
S¢E 10 BE
DETERMINED
BY THE ENGINEER)
h
MAT BANNS WITH COIR FIBER MATING
(SEE SPECS)

STRUCTURF NOTES:
1. GENERALLY CONSTRUCTED RIFFLES %-VAN, ROOT WADS,
LOGVANES AND COIR FIBER MATTINgb VALL BEES INSTALLED IN
THE LOCATION AND SEQUENCE AS SHOWN.
2 ADDITIONAL STRUCTURES OR CHANGES TO STRUCTURE
LOCATIONS MAY BE MADE BY THE ENGINEER WRING
CONSTRUCTION.
1. COIR FIBER MATTING TO BE INSTALLED ON RIFFTERUN
SECTIONS BETWEEN BENDS.
2 IF ROOT WADS DO NOT COVER ENTIRE SLOPE ON OUTSIDE
OF MEANDER BENDS, COIN FIBER MATTING IS NEEDED.
CONSTRUCTED RIFFLE
m
L
N
x
u,
a
u
D
N
0
0
b
C
0
a
T
PLAN VIEW
PROFILE VIEW
PRELIMINARY PLANS
BO NOT 196 FOR CONSIROCRON
?[!?[ BDN R".n P.- Bulb 200
.."... C.mOrb 11511
??RRBB11 Pn,nr vlwelsue
NO 611 NO fuc vlus9sAeo
NOTES
1. THE POINTS SHOWN, IF g. HEAD OF RIFFLE, HEAD OF POOL AND
MAX DEPTH OF POOL ARE THE CONTROL POINTS USED TO CUT
THE PROFILE; HOWEVER THE CONTRACTOR SHOULD CREATE
SMDOTHTRANSITIONS BETWEEN CONTROL POINTS AS SHOWN ABOVE
2 USE THE FACET SLOPES IN THE TABLE AS A GUIDE TO ENSURE
THAT THE FEATURES ARE APPROPRIATELY GRADED.
0. THE HEAD OF RIFFLE ELEVATION SHOULD NOT EXCEED THE HEAD
OF POOL ELEVATION.
1. THE CHANGE IN WIDTH RFTWFFN THE. RIFT FS AND POEM S SHOULD
OCCUR GRADUALLY OVER THE ENTIRE LENGTH OF THE BEND.
BANITULL---' `
STAGE ROWy _ \ `
Rl `?
?YF Due.
/? RUY )) 2 RILE) `
OOL x`? R
HEAD OF POOL
/ TIMLWEG
MAX DEPTH OF POOL HEAD OF RIFFLE
FACET SLOPE RANGE
RIFFLE 002-0.04
POOL 00O-0.D006
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PUBLIC ROAD
_--_-_--_. - --.-_-.^
PUBLIC ROAD
B' MINIMUM THICKNESS OF
WASHFD CUSS A STONE
TYPE 2 FILTER FABRIC FOR DRANAGE
NOTES
SPECIFICATION ND.6 06 - CONSTRUCTION
ACCESS' N C EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1997'
RIFFLE WITH BANKFULL BENCH
VWBLN
TOP OF
Wb j.
POOL WITH BANKFULL BENCH
WIDTH OF BANNFUL CVV*q
AVERAGE DEPTH (D)
MAXIMUM DEPTH (WInQ
WIDTH TO DEPTH RATIO W MI D)
BANKFUL AREA Vbk*
BOTTOM WIDTH N.b)
PROJECT REFERENCE NO. SHEET NO.
! •A
DOUBLE DROP CROSS VANE PROJECT ENGINEER
CONSTRUCTED RIFFLE
12.213 OF BANKF
HEADER ROCK PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCRON
rVyTE
FLDYJR SLOPE
STREAM BED
*
1/J 1!3 113 ELEVATION
OTTOM BOTTOM BOTTOM BACKFILL (ONSITE ALLWILIFOOTER ROCK
WDTHOF WDTHOF WIDTHOF
CHANNEL CHANN0. CHANNEL
SCOUR POOL
G2RAVELF?ILTER
ONSITE FABRIC FOR DRAINAGE (EXCAVATED)
6 COBBL2(NOKWOVEN)

FLOW

PROFILE VIEW
A
ELEVATION POINT BUCK 6000R=m P•Mry Bb00
C•7? Na9 CwOm 27I5112
TOE , Phwx' 11IISJS 66
VARIES

w OF BANK
OF NO NL6111M0
F¢nL16361BD
w
G A ,, : y w
J
? ?
..

?
12WUM

0
' - A .J <
BACKWATER
` P0D1 I? \
_I (((```
BACKFlLL (ONSIlEA1LIMUM)

sTREAMEEn T
B g
EROSION
CONTROL Dnux
lgbna
`TTI"G

HK
BURY BOUDERS 2a' BELOW BED
WFF1E tY NOM
F . iHIC10NE55 W41GRA1KD NIX
O CLASSA'B
?n WBIS
L
NSRE
RAVEL P C C RJFF?
i
? 1
/ - - t
\
/
FILTER FABRIC FOR DRAINAGE

TYPE 2(NON VOVEM 1'-i
CENTER BOILDERS•1'

BELOW ADJACENT BOULDERS
SMIAMUA F FILTER
RIC
Ia BMIMMN SECTIONB-B' PROFILE AA'
S
OOL I 1 \
SECTION A-A'
L

I I .
PLAN VIEW
NEA H
NO GAPS
BETWEEN '
BOULDERSFl.OODPLAIN
SILL VvbkP 17.3

Dmax 0
?- ? NOTES FOR ALL VANE ETPUCi1"?ER:
POOLS (EXCAVATED) PER 1. BOULDERS MUST BE AT LEAST 4x Yx2'.
DIRECTION OF ENGINEER
DEPTH • AVERAGE BANKFULL DEPTH x 1
5 L INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND
M 2
0 EROSION KNOW THICKNESS WELL GRADED NIX
. .
EXTEND DOVAANARO M THE DEPTH OF THE BOTTOM FOOTER ROCK AND THEN UPSTREAM CONTROL OF CLASS A'B
TOAMINIMUM OF SIXFEET. MATTING
1. DIGATRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON 1 -
PLAN VIEW UPSTREAM SIDE OF VANE ARM, SEMEEN THE ARM AND STREAM BANK
1. START AT BAMO'TRLAND PUCE FOOTER ROCKS FIRST AND THEN HEADER(TOP)ROCK
S. CONTINUE Y.ITH STRUCTURE. FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER CAN BE PLACED W SCOUR POOL FOR HABITAT KPROVEMENT.
7. USE ONSRE GRAVEL 6 COBBLE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS. TOE
S. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE SECTION C-C'
STRUCTURE WITH ONSTE ALLUVIUM M THE ELEVATION OF THE TOP OF THE HEADER ROCK
ROCK VANE
12
BOTTOM
W DTH 12-213 OF BANKFULL
OF HEADER ROCK
CHANNEL
WATER -? 4%T08K SLOPE
FLOW STREAMBED
ELEVATION
BACKFLL(DNSfTE AJLLmLm
TO 30 FOOTER ROCK
ON-SITE GRAVEL SCOUR POOL
8 COBBLE (EX AVATED)

A' PROFILE VIEW

(SCOUR Pwy
\ /.
NO GAPS SCOUR POOL (EXCAVATED) PER
BETWEEN DIRECTION OF ENGINEER
BOULDERS
BOTTOM WIDTH ON-SITE GRAVEL
1 ER ROCK
'C
PLAN VIEW RACKFILL (ON-SITE ALLI
M
FOOTER ROCK
W
FILTER FABRIC FOR DRAINAGE
(SCE SPECS)
1. BOULDERS MUST BE AT LEASTf x 7 x 7.

2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDD EOF THE HEADER ROCKS AND MiNIMLIM
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK AND THEN UPSTREAM
TOA MINIMUM OF SIX FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PUCE FILL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK
/. START AT BANK-0 PLACE FOOTER ROCKS FIRST AND THEN HEADER(TOP)ROCK
'
S. CONTINUE IMTHSTRUCTURE, FOLLOWINGANGLE ANDSLOPE SPECIFICATIONS. SECTIONA - A
6 . ANEXTRABOULDERCAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE ONSIfE GRAVEL 6 COBBLE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS.
n B. AFTER ALL STONE HAS BEEN PLACED. FILL IN THE UPSTREAM SIDE OF THE
STRUCTURE WITH ONSTTE ALLUVIUM TO THE ELEVATION OF THE MP OF THE HEADER ROCK
9. START SLOPE AT 112 TO 213 BANKFULL STAGE
PROJECT REFERENCE NO. SHEET NO.
oltre 2-8
PROJECT ENGINEER
ROOT WADS WITHOUT TRANSPLANTS ROOT WADS ROOT WADS WITH TRANSPLANTS
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BERM (O.SMAX. HT) BERM(S) NOT TO ?0.
'
EXTEND BEYOND LIMITS OF ROOT WADS. L
BDW RWMq PaArlY 5uIN 3W
\ TRANSPLANTS BERM (OSMAR M.) BERM(S)NOT TO BU CK
ER F?YL?
C,n. NOM CmoW 27511

COIR
FIBER
FLOOD \\1 EXTEND BEYOND LIMITS OF ROOT VARS.
FLOOD Y
I
P"- 919J6 83
[NO N[[RINO F-9IR-IEMUM

ATTING NC
/M
M \
PLAIN
PWN
TOP OF TOP OF
BANK OPTIONAL BANK
_,_? BANKFULL STAGE COVER LOG
,. .. BANKFULL STAGE
-.,•;,;':
I'\7
ANCHOR COVER LOG 177 RAII-
I I '
a.
a
RO9T MASS HEIGH"S t1 Y i... • UNDER FOOTER LOGS

3
OR WITH A BOULDER. tO 9F ROQS MARS NEIGH! M..

dV9 STRLvi
9[¢
T?EL
NOTES:
R G9.ti DCD
?Y,', ')tC1,O7F -ST ,
,
?R. TRENCHING METHOo-
I
1 IF THE ROOT WAD CANNOT BE INTO, THE BANK OR THE
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING HING METHOD
V? ROOT WAD
METHOD REQUIRES A TRENCH
THIS
I
BE GVATED FO
THE LOG PORTION OF THE
ROOT WADAN
FOOTER LOG > 17 DIAMETER INSTALLED BELOW STREAMSED FOOTER LOG 17 DIAMETER INSTALLED BELOW STREAMBED THIS CASE A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH
THE R
W
IN A TRENCH EXCAVATED PARALLEL
THE
(OPTIONAL PER DIRECTION OF ENGINEER) TRANSPLANTS OR (OPTIONAL PER DIRECTION OF ENGINEER) AND
E
F
BANK NO
WELL BELOW THE STREAMBEO. ONE TM IF OF THE
BOULDERS ROOT WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
1415 FEET LONG 10 -15 FEET LONG TRUNK
A17 DIAMETER FOOTER LOG FOR -17 DIAMETER
TRENCHING METHOD
ONLY
NOTES:
DRIVE POINT METHOD:
SHARPEN THE END OF THE L00 TNTH A CWJNSAW BEFORE -
DRIVING-CROSS SECTION VIEW PLAN VIEW E ROOT WADS UPSTREAM ST E
F
E
°
CROSS SECTION VIEW LOW
E
TS TH
STREAM
DEFLECTING THE WATER AWAY FROM THE BANK A TRANSPLANT
OR BOULDER SHOULD BE PLACED ON THE DOWNSTREAM SIDE OF
THE ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD.
THE BOULDER SHALL BE APPROXIMATELY WX SA Z.
SILT CHECK
LIVE STAKING

B?
H
S
A
?S
TOP OF STREAMBANK
FLOW
Y Y

TOE OF BANK
Ir
NOTES
CONSTRUCTION
AREA UPSTREAM BOTTOM OF CHANNEL '
7 1. STATES SHOULD BECUTANOINSTALLED ONTHE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
-? 1
:
':
:
': •
':
' 7. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
/ Il11NG BASIN NATURAL STONE CLASSA FLOW-
ST 2 2 -T-
} :
:
:
:
:..:.
..'. .'.?..
'..'. ..'.'..':'..'...'...'.?..'...'. 54. STAKES OULD BE INS ALLED . STAKES SHOULD BE RT021NCHHESI PERPENDICULAR TO Ir TO W LONG.

C QFT'MAXDEPTH) ) ?7
V
Q1 I
12?I`?
CROSS-SECTION VIEW OF LIVE STAKING SPECIFICATION B. STAKES SHOULD BE INSTALLED( LEAVING 1R OF STAKE ABOVE GROUND.
\ / MAXIMUM DEPTH
?- ? FILTER FABRIC
FOR DRAINAGE y
NATURAL STONE CUSS A
ALTER FABRIC
- FOR DRANAGE
BOULDERS
BUSDNG CHANNEL - SQUARE CUT TOP
CROSS SECTION

TOP OF TOP OF STREAMBANK
'
'
'
'
'
'
'
'
'
'
'
'
' BUDS FACING UPWARD

PLAN VIEW STREAMBANK
":':
:':
.:
.:
.
.
.:
.':
:':
.'
.':
.'
. •: '.''.:'
y
___
__:-___'_
__--•_:-'_' LINE CUTTING
,
.
7
1-: 1':': MIN.1?DU 1B•
3P LENGTH
.

PLANT STAKES A
TOP OF BANK TO TOE TOE OF
OF BANK

IV ??.
TOE OF SLOPE ANGLE CUT 70-AS DEGREES
LIVE STAKE DETAIL
NOTES: PLAN VIEW OF LIVE STAKING SPECIFICATION
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL
m
e
a
a
i
c
a
a
O
C[V
N9
90BRANCHES
MIN BER
3.3 FT.
BRANCHES
OFI INCH
OR LESS
DETAIL
BRUSH MATTRESS
BANKFUL
2GUAGE
GALVANIZED
ARE
SECURED
TO STAKES
? 2' 1 4' h
WOODEN STAKE
NOTCHED FOR WIRE OR
ROPE W MIN. 3-FT LENGTH ?r
1
TYPICAL STAKE
NOTES,
1. BOARD FOR STAKE BHOLrD BE Tx /'x IC
2 SAW 2 x1 TIMBER DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES
TEMPORARY FORD STREAM CROSSING W FLUME PIPE
1(IYP)
17,
- FLOW
CHANNEL BED CROSS SECTION A-A'
PROJECT ENGINEER
PRELIMINARY PLANS
DO NVP USE FOR 00NSRRUCn0N`

8000 RM+nq C-1-5O511
?mtlru 17511
BUCK
NORMAL BASEFL0WSTP.GE P"-' 919487-5481
N}y ?H?(FE O '? f691B463-549D

C PVC SCHEDULE BS FLUME PIPE
(OR APPROVED EQUAL)
NATURAL STONE CLASS 17 CLASS B MIX
A 5 NOTES.
. BERM.. 1?'7 ..8 A 1. CONSTRUCT
2
HAVE
-SITE SEE
.. 3. MINIMUE CU
DO NOT EXC
1. INSTALL STIR
5. SID SLOPE!
'Fn17Y2 FABRIC FOR DRAINAGE I.
VA WTAJN CF
UNDERNEATH STONE" CONSTRUCT
FlLTER'FASRIC FORDRAINA E "CPYC 9CHEDUlE 6D T. A STABILIZE[
UNDERNEATN STONE .. (ORAFPR0VED EQUAL) THICK, LINEE
T :.... I. USED OVER
VIIDTH OF TI
ACCOMMOD,
a.
CONTRACTO
PROFILE NEW RAMP ANGLI
EROSION CONTROL MATTING
NOTES:
1. BANKS SHOULD BE SEEDED PRIOR TO
PLACEMENT OF MATTING
2. PLACE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIONS.
3. MATTING STAKES SHOULD BE PLACED
IN A DIAMOND SHAPED PATTERN.
CROSS SECTION VIEW
THEWOOO STAKE SHAUL BE THE NORTH AMERICAN
GREEN EGO-STAKE OR APPROVED EQUAL WITH THE
F0LLOIMNG DIMENSIONS:
LEGLENGTH II DOIN 2761 GM
HEAD IMDTH 1751N 31B CM
HEAD TH,CKNESS 0101N L02 CM
LEGWDTH 0 BOINT52 CM APERED TO POINT)
LEG THICKNESS 040IN 102CM
TOTAL LENGTH 12001N U018 CM)
TYPICAL MATTING STAKE
c
In
v
u
ry

olrcH
DITCH

m
_
1
1
1
1
1 1 1
4
1 _
111,
111,
TOP OF STREAMBANK
a TOP OF
1
1
1
1
1
1 1 1 _
1 __
1 _
1 __
Y STREAMBANK _ __ ___ __ __ _______ _ _ _ STAKES
D 1 1 1 1 1 / 1 1 / 1 1 1
-9 1 1 / / 1 1 1 1 1 1 1
N
0
1
1
1
1
1
1 1 1
1
1
1
1
CO R FIBER MATTING

m
1
1
1
1
1
1 1 1
1
1
1
1
TO BE
EXTENDED TO
TO

i
SLOPE
OF SLOPE
TOE
u 1 1 1 1 1 1 1 1 1 1 1 1
a

C

a PLAN VIEW
NNEL
FLOW
PLAN VIEW
NOTE£
1. CREATE 12' DEFP TRENCH
2. STAKE AND PARE BRUSH LAYER INTO TRENCH
3. BACK FILL 7OF ON-SITE ALLUVIUM OVER BRUSH LAYER
CROSS SECTION
DESIGN PARAMETERS
GENERAL CONSTRUCTION SEQUENCE
Greasy Creek
The following construction sequence shal l be used during construction:
1. Mobilize equipment and materials to the site, and set upstaging area as shown on
plans.
2. Construct a silt check at the downstream end of Reach 1.
3. Construct thetemporary stream crossingsas shown on pi ans.
4. Begin structure placement ittheupstream endofReach 1. Place temporary
seeding, mulching and coir fiber matti ng as directed by onsite construction
manager.
5. Begin channel excavation near the upstream end of Reach 1. Each meander bend
shall be constructed in the dry by leaving an earthen plug between the new
channel and the existing channel when possible. Where there is not enough room
to leave a plug in the new channel, flow must be pumped around the work area
All stockpiles must have temporary silt fence placed at the and of each workday.
Any disturbed area shall have temporary or permanent ground cover applied
within 15 working days or 30 calendar days, whichever is sooner, following
completion of grading activities in that area
6. Install in-stream structures in the channel as construction proceeds in a
downstream direction.
7. Following completion of each new channel section, coir fiber matting shall be
placed on the channel banks.
8. Thestrearn flow should be diverted into the new channel as each section is
completed. Each new channel section should be stable before it is exposed to
stream flow.
9. Complete all temporary seeding and mulching along Reach 1 before moving to
Reach 2.
10. Remove any undesirable vegetation in Reach 2 and stabilize all work areas as
directed by onsi to construction manager.
11. Remove al l silt checks an d temporary crossings
12. Demobilize equipment from site.
13. Plant riparian vegetation and permanent seeding at the appropriate time of year.
Existing Stream Reference Reach Design Stream
Raccoon Creek
Parameter MIN MAX MIN MAX MIN MAX
Drainage Area, DA(sq min 1.5 1.5 2.9 2.9 1.5 1.5
Stream Type (Rosgen) E4 C4 E5 E5 154 E4
Bankfull XSEC Area, Abkf(eq ft) 22.7 25.9 23.7 23.76 25.0 25.0
Bankfull Width, Wbkf (ft) 15.7 21.1 15.4 15.9 17.3 17.3
Bankfull M Can Depth, D bkf(ft) 1.4 1.5 1.5 1.54 1.4 1.4
Width to Depth Ratio, W/D(fVft) 10.9 13.7 10 11 12.0 12.0
Width Floodprone Area, Wfpa(ft) 35.0 110.3 >100 >100 90 140
Entrenchment Ratio, WfpalWbkf(ft/ft) 2.0 6.8 >2.2 >2.2 >2.2 >2.2
M ax Depth (M bkf, D max (ft) 2.0 2.7 2.4 2.7 1.7 2.1
Max Depth Ratio, Dmax/D bkf • 1.4 1.9 1.8 1.8 1.2 1.5
M ex Depth 0 tob, Dmaxtob (ft) 2.0 3.8 1.7 2.1
Bank Height Ratio, Dtob/Dmax (fVft) 1.0 1.4 1.0 1.0
Meander Length, Lm (ft) 80 300 30 84 104 173
Meander Length Ratio, Lm/Wbkf • 3.4 18.9 1.9 5.4 8.0 10.0
Radius of Curvature, Rc (ft) 27 45 9 18 35 81
Rc Ratio, Rc/Wbkf • 1.5 2.5 0.8 1.0 2.0 3.5
Belt Width. W bit (ft) 25 60 51 53 81 112
Meander Width Ratio, Wblt/Wbkf • 1.4 3.4 3.3 3.4 3.5 6.5
Sinuosity, K 1.25 1.25 1.30 1.30 1.20 1.20
V allay slope, Sval (tuft) 0.0192 0.0192 0.0140 0.0140 0.0192 0.0192
Channel Slope, Schan (ft/ft) 0.0154 0.0154 0.0109 0.0109 0.0162 0.0162
Slope Riffle, Sru (fVft) 0.0050 0.3150 0.0120 0.0120 0.0194 0.9405
Riffle Slope Ratio, Srif/Schan 0.3 20.5 0.92 1.3 1.2 2.5
Slope Pool, Spool (tuft) 0.0008 0.0103 0.0003 0.008 0.0000 0.0008
Pool Slope Ratio, Spool/Schan 0.05 0.67 0.03 0.55 0.00 0.05
Pool M ax Depth, Dmaxpool(ft) 2.3 2.3 3.3 3.7 2.8 3.9
Pool M ex Depth Ratio, DmaxpooVDbkf 1.2 1.2 2.2 2.5 2.0 2.8
Pool A real, A pool (aq ft) 24.0 24.0 29.4 32.0 35.0 45.0
Pool Area Ratio, A POOVA bkf • 1.1 1.1 1.2 1.3 1.4 1.8
Pool Width, W pool (ft) 15.1 15.1 14.7 18.3 22.5 28.0
Pool Width Ratio, WPOOIIWbkf • 1.0 1.0 1.0 1.1 1.3 1.5
Pool Length, Lpool (ft) 39.8 65.7
Pool Length Ratio, LpoolfW bkf • 0.0 0.0 2.3 3.8
Pool-Pool Spacing, Lps (ft) 25.0 138.0 42.0 163.0 60.6 1127
Poof-Pool Spacing Ratio, Lpsrwbkf 1.4 7.7 2.7 10.8 3.5 8.5
d18(mm) #N/A *N/A 0.12 0.12 #NIA #N/A
d35 (mm) 0.4 0.4 0.3 0.3 0.4 0.4
d50 (mm) 12.0 12.0 9.8 0.8 12.0 12.0
d84 (mm) 94.2 94.2 64 64 94.2 94.2
d95 (mm) 2052.2 2052.2 150 150 2052.2 2052.2
' These ratios are based on reference reach database values and Raccoon Creek; In order to provide a more
conservative design or better habitat potential. Raccoon Creek data provided by N RCS.
QUANTITIES
EARTHWORK SUMMARY
IN CUBIC YARDS
LINE STATION TO STATION TOTAL
CUT FILL TOTAL
BORROW TOTAL
WASTE
REACH 1 10+25.00 24+12.07 982 529 0 453

TOTAL 982 529 0 453
Waste in lieu of borrow 0 0
GRAND TOTAL 982 529 0 453
SAY 1000 500 0 500
Description Quantit Units
Mobilization /Demobilization 1 LS
TempomrySeeding (rye) 100 LBS
Mulching (straw) 125 BALES
Permanent Seeding Pi arian) 10 LBS
Live Staking 1000 STAKES
Bare RootVegetalion 500 STEMS
Shrub and TreeTransplants 100 SY
Fascines 100 FT2
Excavatbn,Fill,Grading 500 CY
ClassA Stone 70 TONS
ClassB Stone 70 TONS
Boulders (4'x 3'x 2'minimum) 250 TONS
RootWads 40 STEMS
Type 2FilterFabricTYPE 2(non-woven) 200 SY
C7 Coir Fiber Matting 1200 SY
6 inch SCH 80 PVC Ppe 40 LF
SiItFence 300 LF
Pump Around Sequence 1 LS
Specia IStill ingBasins 3 EACH
PROJECT REFERENCE NO. SHEET NO.
VIOL
PROJECT ENGINEER
PRELIMINARY PLANS
W NOT 915. P. OONSrR9LnON
15000 Rpmq P,hr^Ru 200
t yya _ ;;+'. Lrn 21511
Crry7=
Ril% PWro: nwe)Sl15e
O 6 R N0?1? Fsc 119-463d100
P0.01ECT REFERENCE NO. SHEET NO.
s
0180 4
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT Ee8 PDl COpISTRDCTJON
r-
C-.- 7511
BUCK
/ RMm: 111J°°31°I
/ f ` C?NtE111N0 E¢ 11"63-64M
i /
SToc, j ALDERS 0 .'?
00
t SOCK I ° t PILEI
100, p .001,
3x0
70 ?:k
8RUSN \ \? \ \ ?? //? OO 111 n 1 1 t
O m i STAGIA'VG AREA " \ o
DO NOT-DI WR85P-""RC
TEMP. aox
?. CROSSING - - - ?` - `~ - BAMBOO
1
SING
.•- ?-.. ? -'- .. `??x `
NEIL l f? ci X G
°
m
a
Y
m
m
a
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BE,G1N-C-CfNS.TRUCTI0N N
` )TK-10+00.00 ?A
(BEGIN- REACH 1)' ''=i - >
p,°a
I
10+
}
i,
v }
-
HOUSE
ACCESS ROAD
?-----------
1 \
GREA?x CREEX ROAD --__. ?` ?-?-
GREASY CREEK
-- INTERMITTENT BENCHING 20 10 0 20 40
SCALE (FT)
PROTECT REFERENCE NO.
PROJECT ENGINEER
m
N
2
a
Y
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d
N
O
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0
0.
m
fy1 PRELIMINARY PLANS
•? 00 NOT NB FOR OONSERVCPION
"h (z)
X
OO'?`C' \ \ - - - INTERMITTENT BENCHING
CJ \\
? V \ \ 11. UCK Na?C?- 27511
Yv rlm:YliJ3)SWe
NO HQ 111 H0 fu: nRJ515100
X \
END CONSTRUCTION
STA. 24+72.48
(END REACH 2)
J-ir
\Av s
????? ^•.. ti ?? .A? v \' ?? V Q I
72' CGNCR?]E'?? o
t
\ \ tit
11
GREASY CREEK
20 10 0 20 40
{u• rte} SCALE (FT)
m
PROJECT REFERENCE NO. SHEET NO.
1
N
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT U!6 FOR CONTMUCTTON
8000 RWR P.-W SW 100
Cm S.-C-27511
[YYiYVV ??"??11 PMn: a19J8 5188
NO R 0 r.x 21Ne0dIR0
7
BEGIN CONSTRUCTION
STA. 10+00.00
(BEGIN REACH 1)

12*? 15
10

END CONSTRUCTION
STA. 24+72.48
(END REACH 2)
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EASY CREEK
RIPARIAN BUFFER
VARI
BLE

,
, (
A
WIDTH) 40 20 0 40 80
?
Ne 191 l l ??d
SCALE (F17
i.: . . .. I.. ..:: . -. :., ... - _ PROJECT REFERENCE NO. 1 SMEf NO..
t
,. . . -
.. I_ -. .. I. !.
PROJECT ENGINEER
. r 1
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;
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i ,m RELIMIN RY OVECIS
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100
i; ' + 11; ° ?' m .-,,. 0I o .. I o r EXISTIIJG GROUND .-? DATE:
-1 X
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CHOIN[tRINO va 91"63 5490
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WAT
OF FR C?/11r?`. Y ?s 7 Michael F. Easley
?O? QG / c 1 _ Governor
fza??illiarn q (DW ut.llG. Ross, Jr., Secretary
Department of Environment and Natural Resources
-- _ '? Alan W. Klimek P.E. Director
<? Division of Water Quality
Registered Mail
Return Receipt Requested
April 14,1 2
awe,

Joseph Baumgartner and Judith Alvarado
132 Greasy Creek Road
Brasstown, NC 28903
Subject: Additional Information Request & on Hold otiGcation W6.1
%f516 We fs 6?/11? ? M `
Wf d" I& A0 ?" w6lf ?
Joseph Baumgartner and Judith Alvarado /lam
Greasy Creek Stream Restoration
DWQ 04-0478
Clay County
Dear Sirs:
?e(r V_
On March 29, 2004, Wetlands/401 Unit of the Division of Water Quality was notified by receipt of your Pre-
construction Notification Application of your request for a Water Quality Certification for the Greasy Creek Stream
Restoration project. After review of this information, we believe that your project should be place on hold. We will
require you to address the following items in order to allow processing of your project to continue pursuant to 15A NCAC
2B .0500.
1) Please provide the Wetland/401 Unit with seven (7) copies of a restoration plan. This plan should include meth s ?SS
and implementation schedule.
2) Please provide the Wetland/401 Unit with seven (7) copies of a physical monitoring plan. This physical monito 'ng
plan should include: 1) a narrative account of how the restoration efforts/success will be determined, 2) the
monitoring frequency should be clearly stated (e.g. minimally twice per year, for three years), and 3), please include a
corrective action response plan, detailing when repairs will be made if monitoring indicates failures of restoration
efforts.
3) Please note, if land disturbances exceeds thresholds an Erosion and Sediment Control plan will need to obtained from
the Division of Land Resources. Please indicate whether you anticipate the need for an Erosion and Sediment Control
plan in your response.
If you have any questions or would require any additional information please contact Danny Smith at (919)
733-9716. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing
time for this application will begin when this information is received. If we do not hear from you by writing within three
(3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
John Dorney
401 Water Quality Certification Program
ds
cc: Asheville- DWQ Regional Office- Kevin Barnett
Asheville Field Office - Corps of Engineers
Central Files
File Copy
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpl/h2o.enr.state.nc.us/ncwetlands/
a`
ENGINEERING
March 25, 2004
8 0 0 0 R e g e n c y P a r k w a y, S u i t e 200
Cary, North Carolina 275 1 1
Plionc: 91 9.463.5488
Fax: [phone]
a
To: Asheville Regulatory Field Office, US Army Corps of Engineers
Wetlands 401 Certification Unit, NC Division of Water Quality
Mountain Region Coordinator, NC Wildlife Resources Commission
Beth McGee, Clean Water Management Trust Fund
Callie Dobson, Hiwassee River Watershed Coalition, Inc
From: Daniel Taylor, Buck Engineering
Re: Permit application for the Greasy Creek Stream Restoration Project.
Please find enclosed a Pre-Construction Notification Application and a stream restoration
design for the Greasy Creek Stream Restoration project, located in Clay County, North
Carolina. The purpose of the project is to improve water quality and aquatic habitat by
reducing sedimentation due to channel instability. The project is funded by the NC Clean
Water Management Trust Fund through a grant to the Hiwassee River Watershed
Coalition, Inc., therefore a permitting fee has not been included with this package. This is
not a stream mitibation project.
If you have questions about this project, please call Callie Dobson at [phone]. If
you have questions about the design, please contact Daniel Taylor at [phone].
Enclosure

w w w. buck en g i n c c r i n g. c o m
x_ F... .y_:.
F 77
Office Use Only: Form Version May 2002
USA CE Action ID No. DW Q No. t'
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Joseph Baumgartner & Judith Alvarado
Mailing Address: 132 Greasy Creek Rd.
Brasstown, NC 28902
Telephone Number: 828-837-0729 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Callie Dobson, Executive Director
Company Affiliation: Hiwassee River Watershed Coalition
Agent of Cherokee County Soil and Water Conservation District
Mailing Address: 1467 Mining Gap Trail
Young Harris, GA'30582
Telephone Number: 706-896-8091 Fax Number: 706-896-8091 *51
E-mail Address: [e-mail]
Page 5 of 13
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: Greasy Creek Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Clay Nearest Town: Murphy
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Murphy, NC take 64 West
to Old 64. Travel South and turn left on Greasy Creek Rd. project site is on right.
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. Property size (acres): --1 acre impacted
7. Nearest body of water (stream/river/sound/ocean/lake): Greasy Creek
8. River Basin: Hiwassee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Project is located on 3 acres currently used for a single
familv dwelline.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
A new channel will be constructed and In-stream structures will be installed in improve the
channel dimension pattern and profile. A track hoe, dump trucks and hand labor will be
11. Explain the purpose of the proposed work: To improve water quality and aquatic habitat by
reducing sedimentation; improve stream stability; and improve riparian and floodplain
functionality. This is not a mitigation project.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The existing unstable stream will be
stabilized usin-g natural channel design techniques
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.i?ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
indicate on ma Type of
Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent.
leasespecify)
Greasy Creek Stabilization Greasy Creek 16 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 8 of 13
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maQquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,472 ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlanlic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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 will enhance stream stabilitv by creating a natural stable channel, protecting stream
banks, providing grade control, improving bed features, and reducing sediment concentration in
the stream.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strTngide.htm].
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 13
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):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Page 11 of 13
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed'(i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
3151 o 4
Applicant/Agent's Signature - Joseph Baumgartner & Judith Alvarado Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
BRASSTOWN CREEK WATERSHED PROTECTION PROJECT
MAINTENANCE & COST SHARING AGREEMENT
This Agreement is entered into by and between Clay County Soil and Water
Conservation ; District (hereinafter called "District') and Joseph Baumgartner and co-
owner. Judith Alvarado (hereinafter called "Owners") on this the, 13th day 'of November
2003.
WITNE,SSETH
That, whereas' District and Owners have agreed to', preserve, enhance, restore, and
maintain the natural features and resources of the riparian area descnbed herein, to
provide habitat'for native plants and animals, to improve and maintain water quality, and
to control runoff of sediment, District and Owners hereby enter into a maintenance and
cost sharing agreement for the watershed restoration project for Brasstown Creek;
That, whereas Owners own the.property' along and ,with Greasy Creek containing 3.77
acres; -more' or less located in Brasstown Township, Clay County, North Carolina, and
more particularly described in an instrument recorded in.Deed Book 230, Page 19, Clay
County Registry and further `described in Exhibit A` attached hereto and by. this reference
incorporated herein;
That for, and in exchange of the grant of easement by Owners to'District, and the
remittance of any applicable fee by Owners, or hereinafter stated as necessary, for the
analysis, evaluation, assessment and implementation of the watershed restoration project
for Brasstown Creek and its tributaries on property of Owners;
That, whereas propertyof *Owners will be substantially enhanced aesthetically, physically
and financially by prolonging the life of the land and waterway(s);
Page 1 of 8 ?3
'Initials o ners
And, whereas, Owners and District understand, agree to, and acknowledge the following
definition, provisions and requirements as per the Riparian Buffer - Plan of Operation.
That, the District may assign this maintenance agreement and easement, in whole or in
part, to accomplish the objectives stated herein or may. employ such employees,
contractors or subcontractors'as it sees fit to implement and comply with the terms stated
herein; and, that the Hiawassee River Watershed Coalition, Inc., hereinafter called the
Coalition, shall coordinate all activities in connection herewith and shall stand in the
shoes of District insofar as implementation of the program is concerned including, but not
limited to, allocating and authorizing disbursements from the North Carolina Clean Water
Management Trust Fund, hereinafter called the Trust Fund, established for the funding of
such a projeet;
That, nothing _ contained herem hall hinder, _ '
mpe de, or `:negate any private or public
constitutional obligation or obligations, which District shall or may have with any state or
&deral agency for the funding of the project or program;
And, the Owners, herein agree, grant, and :convey the! appropriate consideration of an
easement or riparian buffer,. as, the case may. "be, with all: the rights; ? obligations, and
amenities necessary to District for the completion of the endeavor as herein stated; and,
that this grant by Owners to District shall be appurtenant to and shall run with the
premises of Owners, therein, assign or transfer.
L RIPARIAN BUFFER PLAN OF OPERATION
DEFINITION:, The riparian buffer zone is the vegetated area along.the streambank that
requires stable growth in order to protect the. stream and keep the streambank from
eroding. The width of the, zone is measured in'feet:from the top: of. the. streambank. After
restoration projects are. ?comPleted, this area is `planted' with native trees and shrubs
capable of developing substantial root systems that will.hold. the soii In place during
storm events or high water. The District, or agent of the District, will consult with the
Owners in selecting the. types of trees. or shrubs to be planted The. agent will.make every
effort to coordinate the wishes of Owners with the requirements ofthe.fiuiding agent.
INSTALLATION: The required .riparian buffer plantings will be provided. The
Owners will be given the opportunity to assist in selection of tree, and shrub species to be
planted in the buffer zone. The area also may be under-planted in grass recommended by
the District.
USAGE: Though there is a maintenance agreement (as per Subsection. A below), the
riparian buffer zone remains available for use' by the Owners. The. area can be used for
recreational purposes or incorporated into the use of the surrounding property provided
the following provisions discussed under "Maintenance" are adhered to,
MAINTENANCE: None of the 'trees in the buffer zone may be removed - neither the
ones planted, nor the ones left standing during'the project work, nor the wild trees that
Page 2 of 8
nitials o wners
may grow after completion of the project - without consultation with the District and or
agent of the District. Once again, the District will cooperate with the wishes of the
Owners, where possible, to enhance the use of the property. [For example, if the Owners
wanted to remove several trees -to create a picnic area near the stream, the planting of
additional trees or shrubs in the area could possibly accommodate this.] Under no
condition, nor at any time during the agreed to period. may a bush hog be used within the
riparian buffer.
MONITORING: District or agent of District will set up a program in which the project
construction area and buffer zone maintenance will be monitored on a regular basis. The
monitoring activities will, include periodic physical evaluations of the stream or
streambank improvements; checking the effect that the improvements have had on water
.quality. and biological communities; conducting inventories of vegetation, noting trees
and shrubs that are dead or damaged for possible replacement; and performing periodic
checks of the maintenance by Owners of the riparian buffer. Monitoring activities may
continue for the lifetime of the maintenance agreement.
A. THE OWNERS SHALL AGREE TO:
(I)
Implement: the. streambank repair and riparian restoration plans to the
best of their ability in compliance with the rules governing this cost
share program and according to the Plan of Operation, and will not
begin, implementation::. 'until 'the Clay County Soil and Water
Conservation District, or agent thereof grants approval.
(2). Maintain and continue the''cost: shared streambank repair and riparian
restoration plans of the Plan of Operation for the minimum life set
forth.by the Soil and Water Conservation District cost share option. If
the Owners : fail to maintain., properly or continue the cost shared
practices for. the intended-use for the life of the agreement, the Owners
shall be required to repair or re-establish the instream structures,
streambank• and/or: riparian . vegetation within 30 days (up to one
calendar, year for vegetative practices) or, be required to repay the
Trust Fund a pro-rated amount of the cost share payment as set forth
in the rules governing this program. If the Owners abandon the
implemented plan,. and convert the use of the cost shared plan or fail
to maintain the plan properly, the Owners will be required to repay to
the Trust Fund a pro-rated amount: of the cost share payment as set
forth in the rules governing this program.. . .
Page 3 of 8
Initials of Hers
(3). Allow access to the property by the. District,. Coalition, and/or Trust
Fund, representatives at reasonable times to provide, technical
assistance and to inspect the - operation : plan during, and after
implementation for proper installation, maintenance and continuation.
(4) Require any.person(s)-to. whom the benefited acres .are- transferred by
sale, lease or other means to sign a statement (Exhibit,:_B attached
hereto) to maintain and continue the cost shared instream structures,
.:streambank or-. riparian -vegetation.: for the remainuig' life of this
agreement as; a condition of:the.: transfer.of ownership: or.,control. The
Owners. shall: give; a copy of the statement ;to: the District or Coalition.
Failure of the Owners to secure such ,an agreement will require the
Owners to repay the State:: a, pro-rated amount of ,the::cost share
payment(s) as set forth in the rules governing this program.:
(5) Reimburse the District as applicable.according.to the cost-share option
selected:
Page 4 of 8. /-- }_}-%
ni?f tials of ners
SITE SPECIFIC CONSIDERATIONS: That, in addition to
maintenance and monitoring agreements in the Plan of Operation, Owners
hereby request and agree to the following* -Poe tea
0 51?? W1 W bt ?eC:f? A -A' ,( vCC:YPd?+o? a4
em.. Bamboo at the site will be removed,, :n -6-t- 1.5 f r i pa.:c???., ?u???tr/•
Landowners will be involved in determining trees and shrubs that
are planted in the riparian buffer following construction.
• 0 a,-t,0- o f ba.'bo o (o wf S idc; +tw b ?cr Q?CR,, PA 01
ovi ne"(s a-r 4irAL o? bK K (tW,0Y0-L
if aA olreA, o-f ba rtx Wo i5 [& i4A(if, bW r UP 5
b 1. r(,JoPl?ri bar W?''? aw?t?
t?
46
re vs,; n; o? ba,-boo AeeS rot ire roc o r vYc
4,t, 15' r, owgi a,, b ?44V- v e?,1e *a:fi 0 n ,
A -t rr ae i W 10 lit au 0p h? e r I b?-?f 4+' ?oA^ `d- 84?, -4?n
B. THE DISTRICT SHALL AGREE TO: 06k "g rtAA
(1) Provide technical assistance for the planning design, implementation,
and certifications for > all streambank repair and riparian restoration
(cost shared and not cost. shared) contained,in the. Plan of Operation.
(2). Supervise payment for 100% or 85%' of the project cosh as applicable,
in exchange for , a permanent Conservation Easement, or 30-year
maintenance agreement as per Owners' choice in Subsection A above.
Page 5 of 8
`%,?Atials of ners
That, Owners hereby .declare; state, and affirm that they agree and understand that the
spirit,: interest: and implementation of the. program will substantially enhance the aesthetic
appearance of their property while simultaneously restoring the useful life of the creek or
stream concerned
WITNESS OUR HANDS AND SEALS, this day and year above written:
Alvarado, OWNER
NORTH CAROLINA
CLAY COUNTY
I, Lucy.. Cole Gratton, a NotaryPublic. of -the County:. and. State aforesaid, certify that
Joseph Baumgartner and: Judith` Alvarado; 'Owners," personally appeared before me this
day and: acknowledged the execution ;of the : foregoing instrument. Witness my hand and
official `stamp or seal, this 13th day of November 2003
My Commission Expires:
o Public
Page 6 of 8
N?
,i
Project Location I
Hiawassee River Watershed Coalition
Cherokee County
North Carolina
-hero e? Figure 1: Vicinity Map
Greasy Creek
0.5 0 0.5 1 Miles

r
f.
,/ , r ?? of r
A ?J
• ; u° v
/ -A ?.r+'l C rr
4 Imo`
ur ?
'ryof,?f> ???1 /.-, [•. f'1?c?,..11 y?rGaer. `? ice',
el D 4Z,4.,
i
L/ ) .,
l r?J f? .,,^i1?1 j:'. r.?-ti r ._i\\. ?! _? •, f" Jf III, r ,?L?i r_
TI.

L to -\ t
I' i ? ?I }.. • ?/ ?`• , t.? t ` ?? ??_ ? it ?J_ 9 x+'" fL--. ` (' ?Y-.(I /?? Si fi
ti•? `it??h C'S?-'' /.? ? ; ?. It ;/? _ ''? ~I 1?? ^???l.r? s ??L%".`_'?Jrll'}? -?.?r•`?i?l I?? ??? /1?•
;wL
r , ?r '?-••:`r? ?1?-?Zi fi I E1.-•.J ? s? ? ??iq__ I r? ? ? _ ?? f_.i
r, i f%'??J i1 ,1 f ?/i J4 =J:.• ? rl r '-r ?/?r; ?t ?..'? Y?`J(•r 1`' ti's( i
? r-? ?? ,IZ,` r???-??_ /{?:?y„??-r!? i? ??-.., J, ?/'????r'?," ??t`- ? 1 r ? •?1
i. r reov4Y?• 1

,,•7'_-; , .< ?; ` •? ,?_ _
A(;
S? rf r ?i ?i , r. 'r ?/• \? `L} \ ? J (II??+T f
°
A-?? ) 1
(
62 J
ll l ! 1 ? S r' ''--1
?????` ?_5 ? ?-• --J - ?)•??? y •t?l' ?r%?• ?? ° 1 " sir, Vrlr ?%,':
Hiwassee River Watershed Coalition
Cherokee County
North Carolina
Figure 2: Watershed Map
Greasy Creek
1000 500 0 1000 Feet
PROJECT REFERENCE N0. SNEET NO.
HIWAS ElE RIVER 0182 1 7
10
175 4 • WATERSHED COALITION
N37
1138 ? D c,0
S 1131
f" T Ay COUNTY
PRELIMINARY PLANS
DO NOT 1188 FOR CONfl uCTON
1100
1120

LOCATION: GREASY CREEK
BRASSTOWN
N.C.
$Q PROJECT SITE I ,
1100 R-,,,, I,-Y. 1- 2110
?.if Cary. NoMCemlin•27511
BUCK
1100 CHOI RING ! PF-911FJ515108
Fat9,8J035190
„D,' 120 TYPE OF WORK• STREAM RESTORATION

170
VICINITY MAP
SEE SHEET I•A FOR SHEET INDEX

BEGIN CONSTRUCTION
;FSS
`?
STA. 10+00.00 '
r4p
r
f

? i

771 7 -N"

?V ,,.1 ? \\ \ ,%
11
I
® T
END CONSTRUCTION
STA. 24+72.48

V
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF. PROJECT ENGINEER
W
EXISTING STREAM LENGTH
1472 FEET BUCK eoo9 a.9. nP•MT&bR00
ary.N9mamb,n511
PAOiw
C-h.275
20 10 0 20 40 DESIGN STREAM TYPE E4 = ,
ONCERINO Fac Pt"8M 90
PROPOSED DESIGN STREAM LENGTH = 1431 FEET
PLANS DESIGN REACH LENGTH 1431
20 10 0 20 40 BANKFULL XSEC AREA 25.0 DANIEL TAYLOR
1 PROJECT 6NCI
VEER
PROFILE (HORIZONTAL) BANKFULL WIDTH
BANKFULL DEPTH 7.3
1.4
12
0
LETTING DATE: ,
KEVIN L. TWEEDY
PE
5 0 5 10 WiD RATIO . ,

Q?
l
CONTACT.- CALLIE DOBSON PROJECT DESIGN EYGAEEA
PROFILE
VERTICAL PROJECT ENGMT-ER Pd
j (
) srcNntvRE

i PROJECT REFERENCE N0. SHEET N0.
INDEX OF SHEETS STREAM CONVENTIONAL SYMBOLS t PA
PROJECT ENGINEER
SUPERCEDES SHEET 1B
1 TITLE SHEET
1-A SYMBOLOGY-BUCK ENGINEERING

NS
PRELIMINARY
RY
O
INDEX OF SHEETS, LOG VANE
l
a ro
SMUM
STANDARD SPECIFICATIONS AND STREAM p p p BOULDER CLUSTER
DESIGN SPECIFICATIONS LOG WEIR p
1-B SYMBOLOGY-NCDOT
2 TO 2-C STRUCTURE DETAILS
ROOT WAD - ?IHI - rH - SILT FENCE
3 CONSTRUCTION SEQUENCE OF EVENTS

4TO5 SUMMARY OF QUANTITIES
PLAN VIEW OF PROPOSED AND Roo _7"P.m.rsw.zoo
uw,na?uMns,l
SAFETY FENCE ???,?
EXISTING STREAM ?
LOG CROSS VANE ?^°"vlwe??ee
6N0 QCRINO F.c Riwess'eo
6 PLANTING PLAN CONSERVATION EASEMENT
7 DESIGN PROFILE SHEET Oa=
00 J-HOOK
® TRANSPLANTED VEGETATION
Q
t ROCKVANE
TEMPORARY SILT CHECK ROCK STEP POOL

FOOTBRIDGE
L J TEMPORARY STREAM X TREE REMOVAL
r 1 CROSSING
L_J PERMANENT STREAM
TREE PROTECTION
n CROSSING
ROCK CROSS VANE
o CONSTRUCTED RIFFLE
WING DEFLECTOR

DOUBLE WING DEFLECTOR

PLANTING SPECIES LIST STANDARD SPECIFICATIONS
NC. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL - DECEMBER 1993
SEEDING LIVE STAKING
Common Name Scientific Name Wetland Code Common Name Scientific Name
Fox Sedge Carex vulpinoides OBL Silky Dogwood (Comas amomum) 6.06 - CONSTRUCTION ACCESS
Soft Rush Juncusef/uses FACW+ Black Willow (Salixnigra) 6.60-SILT CHECK
Virginia Wild Rye Elymmus virginicus FACW - Silky Willow (Salttsericea )
6.62 -SILT FENCE
Deer Tongue Panic clandestine FAC+ Elderberry (Sambucuscanadensis)
Switch Grass Panic verbatim FAC 6.70-TEMPORARY CROSSING
BARE ROOT VEGETATION
Common Name Scientific Name Wetland Code
Tag Alder Alnus serrulata FACW
Sycamore Plantus occidentaiis FACW -
Spicebush Lindera benzoin FACW
Persimmon Diospyros virginiana FAC
Black Gum Nyssa syluaatica FAC
Witch Hazel Namamelis virginiana FAC -
r
m
v
d
x
a
.i
N
07
B
C
0
a
C
m
d
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ........................................... - ---
Prop. Slope Stakes Cut ........................ - --L _ _ -
Prop. Slope Stakes Fill ........................ _ _ _ ±___
Prop. Woven Wire Fence ...................... - -6-0-
Prop. Chain Link Fence ..................... - 8 - 3
Prop. Barbed Wire Fence .....................
-?
Prop. Wheelchair Ramp ......................
Curb Cut for Future Wheelchair Ramp ------- Cr
Exist. Guardrail ...............................
Prop. Guardrail ................................ . . .
Equality Symbol ...............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................
Existing Right of Way Marker .................. Q
Exist. Right of Way Line w/Marker ............. - -? -
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) ..............
Prop. Right of Way Line with Proposed
(Concrete or Granite) RW Marker ............ ?-
Exist. Control of Access Line ................... ------- -
Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -C
Prop. Temp. Drainage Easement Line ......... -TO(-
Prop. Perm. Drainage Easement Line ......... -
Pox-HYDROLOGY

Stream or Body of Water ....................
River Basin Buffer .............................. -PeB-
Flow Arrow ....................................
Disappearing Stream ........................... ?.._
Spring .......................................... Q?
Swamp Marsh .................................
Shoreline ....................................... -------
Falls, Rapids .................................... - -? - -
Prop Lateral, Tail, Head Ditches ...............

STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert . . ........ .....
Bridge Wing Wall, Head Wall
and End Wall )CONC Mel
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall ..........................
Pipe Culvert ................................... ?==-
Footbridge ...................................... }-------<
Drainage Boxes ................................ ? CB
Paved Ditch Gutter .......................... - - - _
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ............................... i
Prop. Power Pole ............................... 6
Exist. Telephone Pole ..........................
Prop. Telephone Pale .......................... -o-
Exist. Joint Use Pole ............................
Prop. Joint Use Pole ............................
Telephone Pedestal ............................
U,G Telephone Cable Hand Hold...........
Cable TV Pedestal ............................. in
LYG TV Cable Hand Hold .................... 0
U,G Power Cable Hand Hold .................
Hydrant ......................................... 4
Satellite Dish ................................... 79
Exist. Water Valve .............................. 0
Sewer Clean Out ..............................
Power Manhole ................................ 0
Telephone Booth ............................... ID
Cellular Telephone Tower ...................... A
Water Manhole ................................. 0
Light Pole ...................................... Q
H-Frame Pole .................................. a --e
Power Line Tower ..............................
Pole with Base ................................. El
Gas Valve ..................................... 0
Gas Meter ..................................... O
Telephone Manhole ............................
Power Transformer ............................. 0
Sanitary Sewer Manhole ....................... 0
Storm Sewer Manhole ........................ OS
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... O
Traffic Signal Junction Box .....................
Fiber Optic Splice Box ......................... p
Television or Radio Tower .....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement ........... S S
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - .-. ¦- .
Sanitary Sewer ................................ -ss ?ss-
Recorded Sanitary Sewer Force Main ...... ---- rss_rss-
Designated Sanitary Sewer Force Moin(S.U.E.* )-rss--rss-
Recorded Gas Line .......................... G?-
Designated Gas Line (S.U.E.*) ................ _ _
Storm Sewer ................................... ??-
Recorded Power Line ......................... P
Designated Power Line (S.U.E.*) .............
_
_ r IN
Recorded Telephone Cable .................. _T-T_
Designated Telephone Cable (S.U.E.*) ....... --T- -T- -
Recorded UIG Telephone Conduit ....... _«-rC-
Designated U/G Telephone Conduit (S.U.E.*) _ _TC--TC--
Unknown Utility (S.U.E.*) .................. -run-em-
Recorded Television Cable ......_----...... -n-T.-
Designated Television Cable (S.U.E.*) ....... --n--Tr--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) .....
Exist. Water Meter ............................ 0
UIG Test Hole (S.U.E.*) ....................... 0
Abandoned According to U/G Record........ AT"
End of Information ............................ E"
BOUNDARIES & PROPERTIES
State Line ....
County line....
Township Line .
City Line ........................................ - ----
Reservation line ................................ _ ---_-_
Property Line ...................................
Property Line Symbol .......................... FE
Exist. Iron Pin ..................................
Property Corner ................................ _ +
Property Monument ............................ &
Property Number .............................. 123
Parcel Number ................................. 6
Fence Line .................................... _x-x-x-

Existing Wetland Boundaries .................. NN & new
- _KLB- _
High Quality Wetland Boundary .............. -NO n8-
Medium Quality Wetland Boundaries........ -uo n13-
Low Quality Wetland Boundaries ............. _io nB-
Proposed Wetland Boundaries ................ -raB-
Existing Endangered Animal Boundaries...... - _ EAB- -
Existing Endangered Plant Boundaries ........ - _EPB- -
BUILDINGS & OTHER CULTURE
Buildings ....................................... C
Foundations .................................... r-J

Area Outline ................................. C-7

Gate ........................................... r-11
Gas Pump Vent or U/G Tank Cap ............ G
Church ........................................ CL
School ......................................... O
Park .......................................... ==1
Cemetery ....................................... = f-
Dam ............................................
Sign ............................................ o

Well ............................................ o
Small Mine .................................... I
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ..........
Hard Surface ...........
Change in Road Surface
Curb ...........................................
Right of Way Symbol ......................... R/W
Guard Post .................................... pcp
Paved Walk ................................. -------
Bridge ......................................... Box Culvert or Tunnel - - - - -
Ferry .......................................... -------
Culvert ....................................... ,..............
Footbridge ..................................... ..............
Trail, Footpath ................................ _
Light House
VEGETATION
Single Tree .................................... Q
Single Shrub .................................. o
Hedge ......................................... r
Woods Line .....................................
Orchard ....................................... (flf { 4Q
Vineyard ...................................... (_YrffTARp
RAILROADS - -
Standard Gauge ...............................
= rh wmrua
RR Signal Milepost ......................... C'
MI&M J"
Switch ......................................... M
radsM
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
Vrbkl ? II TOP
\ \ J PlV0.RIE5 NAiI
ly.
?111-L , ?
? ? D Vla
.S1 M1yV
RIFFLE A-A
i- -
D#la
POOL M
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
ANDA THALWEG WILL BE SHAPED PER DIRECTION OF ENGINEER
2 POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.
REACH 1
RIFFLE POOL
17.3 7].D
1.1 1.8
aD 420
u.0 2a
z0 D.D
71 50
TYPICAL STRUCTURE PLACEMENT
ROOT WADS
(NROOT A D
SIZE IIW BE
DETERMEO
By THE ENGINEEIO ® .
;TRANS,
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
VA N-
POOL WITH BANKFULL BENCH
WOTH0FBANKFU L(Wb"
AVERAGE DEPTH (D)
MApMUM DEPTH P-Me4
WOTH TO DEPTH RATIO W MI D)
RANKFULL AREA (A"
BOTTOM WDTH (Wb)
TYPICAL PLAN VIEW AND PROFILE
PLAN VIEW
B
POOL MAX DEPTH
TRALWEG
HEAD OF POOL POOL ((;;HEAD OF RIFFLE
A I CC n
4 B
CF
6a? aA
F' UMBMITS IJ.
BANIa-uLL-/? ? ?
STAGE ALO.Y \ \
RI"te Dua
i RIp1, lPODy IRIF W
L
HEAD OF POOL
T4LLW:G
MAX DEPTH OF POOL HEAD OF RIFFLE
CENTERUNE NOTES
1. THE POINTS SHOWN, e.g. HEAD OF RIFFLE, HEAD OF POOL AND
MAX DEPTH OF POOL ARE THE CONTROL POINTS USED TO CUT
THE PROFILE: HOWEVER THE CONTRACTOR SHOULD CREATE
SMOOTH TRANSITIONS BETWEEN CONTROL POINTS AS SHOWN ABOVE
t USE THE FACET SLOPES IN THE TABLE AS A GUIDE TO ENSURE
THAT THE FEATURES ARE APPROPRIATELY GRADED.
B. THE HEAD OF RIFFLE ELEVATION SHOULD NOT EXCEED THE HEAD
OF POOL ELEVATION.
PROFILE VIEW ,'OOCCCURGRODIUALLYYOOVERBRTTHEEENTTIIRERIENGTHOfTHHEESENDS.
STRUCTURE Nil`
I. GENERALLY CONSTRUCTED RIFFIES X-PANESBE, ROOT WADS,
LOGVANES AN" COIR FIBER MATTING ALL INSTALLED IN
THE LOCATION AND SEQUENCE AS SHOWN-
1. ADDITIONAL STRUCTURES OR CHANGES TO STRUCTURE
LOCATIONS MAY BE MADE BY THE ENGINEER DURING
CONSTRUCTION.
"=1COIRR FIBER NUTTING TO BE INSTALLED ON RIFFLERLUN
SECTIONS BETWEEN BENDS.
z IF ROOT WADS DO NOT COYER ENTIRE SLOPE ON OUTSIDE
OF MEANDER BENDS, COIR FIBER MATTING IS NEEDED.
MAT BANKS WITH CO1R FIBER MATTING
(SEE SPECS)
CONSTRUCTED RIFFLE
N
0
B
C
a
a
ITRANSPLANTS
FACET SIDPE RANGE
RIFFLE 0014.0/
POOL 0 WO.,
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PUBLIC ROAD
- -__-----
.-------_
K- PUBLIC ROAD
/ 5 MINIMUMTIiICIWESS OF
WASHED CLASS A STONE
TYPE 4 FILTER FABRIC FOR DRAINAGE
NOTES
Sp IFICA71ON NO. a De-CONSTRUCTION
ACCESS' N G EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1997'
llzt;?l 11=7
.H Wb I-
RIFFLE WITH BANKFULL BENCH
TOP
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE 1`011. M14TERtIl7nON
I e000 An.,=C-5-eWb 200 I
Cary, NorN 1"63- 41811
Peons: 1l 63- BMe
O NC O Q Fa: nwessleD
R
[eFVARIES? W4M
PROJECT REFERENCE NO. SHEET NO.
i •A
DOUBLE DROP CROSS VANE PROJECT ENGINEER
CONSTRUCTED RIFFLE
112 - 215 OF BANKFULL.
HEADER ROCK PRELIMINARY PLANS
DO NOT V5R FOR CTINRHUDITON
WATER ?•
FLOW AX Tp 5% SLOPE
STREAM BED -
ill 115 113 ELEVATION
BOTTOM BOTTOM BOTTOM
WDTHOF WDTHOF WIDTH OF BAC151LL (ON-SITE ALLUVTU) FOOTER ROCK
CHANNEL CHANNEL CHANNEL SCOUR POOL
ONSITE GRAVEL FILTER FABRIC FOR DRAINAGE
(EXCAVATED)
6 COBBLE TYPE 2(NON4AVEN)
FLOW A ELEVATION POINT ??? 1 C., NNa C-Mu 2r1?
PROFILE VIEW TOP
TOE Prom: 91"m-sue
A,
1 VARIES OF &NK 0
d Fur. 11"615490
NO NL6111 H0
w -

l r

'

?E?"-
BACKFILL
ON-SITE ALLLVIL
-1' B B EROSION
CONTROL Oc
MATTING 1D D-

HEAD BURY BOULDERS 2J'BELDWBED
BACKWATER
/ POOL ?? \.•, J
I
M
SfREFMBED +I
ONSOE?RAVEL

213 WIM RIFFLE 15"NOM. THICKNESS Vh11 GRADED NIX
OF CIASSA 6 B

RMi1E
a
\
/
• '•
FILTER FABRIC FOR DRAINAGE
CENTER BOULDERS-/' .?{ FILTER
51 MINIMUM 1 I FABRC
/
1 TYPE 2)NON-WOVE) 1'-7 BELOWADUACENT BOULDERS
/
\
/
\ 48 B'MINMLM I SECTIONB-B' PROFILE A
I I
SCOUR
\
' \ SECTIONA-A' A'

`
I I PLAN VIEW
REACH
NO GAPS
BETWEEN '
' VMIM 17.3
FLOODPLAIN
BOULDERS
-
? SILL
NOTES FOR M11IWARE STPIICTNPES Dmax R 2.0
? _ • :
POOLS (EXCAVATED) PER 1. BORDERS MUST BE AT LEAST 4'x 7 x7.
DIRECTION OF ENGINEER
DEPTH AVERAGE BANKFULL DEPTH[ 1
5 2 INSTALL FLTERFA13RIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND
TO 20 EROSION 17NOMTHICKNESS VM3LGRADEDMIX
. EXTEND DOWNWARD TO THE DEPTHGF THE BOTTOM FOOTER ROCK AND THEN UPSTREAM CONTROL OF CLASSA RB
TO A MINIMUM OF SIX FEET. MATTING
PLAN VIEW 5. DIGATRENCH BELOWTHEBm FOR FOOTER ROCKS MDPUCE FILL ON 1q Dn.r
UPSTREAM SIDE OF VANE ARM, BEIYJEEN7HEARM AND STREAM BANK
4. START AT BAM6TKLAND PUCE FOOTER ROCKS FMSTANDTHEN HEADER(TOP)ROCK
5. CONTINUEWMDN STRUCTURE FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
B. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE ON-SITE GRAYELRCOBBLETO FILL GAPS ON UPSTREAM SIDE OF BOULDERS. TOE
B. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE SECTIONC-C'
STRUCTURE WTTH ON-SITE ALLUVIUM TO THE ELEVAT10H OF THE TOP OF THE HEADER ROCK
ROCK VANE
13
BOTTOM
WIDTH 112 • 213 OF BANKFULL
OF HEADER ROCK
HEADER
CHANNEL

FLOW WATER
FLOW -} 4% To 0% SLOPE
STREAMSED '• ?u
ELEVATION 4<
TO 30 SAC* ONSITEAllN1LM)
FOOTER ROCK
ON-BITE GRAVEL SCOUR POOL
i
e (EXCAVATED)
A' PROFILE VIEW

(SCOUR PwM

NO GAPS SCOUR POOL (EXCAVATED) PER
BETWEEN DIRECTION OF ENGINEER
BOULDERS
BOTTOM WIDTH ONSITE GRAVEL
ERROCK
B
PLANVI BACKFILL
(DruITEwJm
w
FOOTER ROCK
FILTER FABRIC FOR DAPINAGE
NOTES FOR ALL VANE STRUCTURES: (SCE SPELS]
1. BOULDERS MUST BEAT LEAST C x 7x 7.

2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKSANO TMIN'MUM
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK AND THEN UPSTREAM
TO A MINIMUM OF SIX FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STRFAMBANK
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER(TOP)ROCK
5. CONTINUE VMTHSTRUCTURE FOLLOWING ANGLE ANDSLOPE SPECIFICATIONS. SECTIONA -A'
8. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE ON-SITE GRAVEL 6 COBBLE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS
B. AFTER AL STONE HAS BEEN PLACED. FILL IN THE UPSTREAM SIDE OF THE
STRUCTURE WITH ON-SITEALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK
9. START SLOPE AT 1,2 TO 25 BANKFULL STAGE
d
N
S
N
Y
U
N
0
B
C
a
a
C
0
i
00L
r?
r¢
PROJECT REFERENCE NO. SHEET NO.
0182 2-B
PROJECT ENGINEER
ROOT WADS WITHOUT TRANSPLANTS ROOT WADS ROOT WADS WITH TRANSPLANTS
PRELIMINARY PLANS
W NOT USE FOR CONSTRUCTION
BERM (05-MAX- M.) BERM(5) NOT TO ?0.
'
EXTEND BEYOND LIMITS OF ROOT WADS L
DCOB Rpmq P>Mry
EI Br
Sft
200
TRANSPLANTS BERM (06 MAX HT.) BERM(S) NOT TD CK
'j`/IFI rry? Gry, ft RC-0-21511
B

?? COIR FIBER EXTEND BEYOND LIMITS OF ROOT WADS.

FLOOD 48
5
W
tN6f * Fu: PMn: F1"6I ssreo
--N ¢BRINO
MATTING
PLAIN
PLAIN
TOP
F
OPTIONAL
A NN F
BANK COVER LOG
-
BANKFTLL STAGE
. .:
' BANKNLL STAGE
%

• ANCHOR COVER LOG

,,: Y•.;. ' 1
.: 1 .
:.: N'OF ROOT MASS HELGHT'IS.
; AE1,DW 3TRFlS.F BE-0
. UNDER FOOTER LOGS
OR WITH A BOULDER 10 OF RDgT MABS HEIGHF:IS

'Bfjl1W $TIjCAAI D[O
i
NOTES:

TRENCHING METHOD

•
I
ROOT WAD
` '• " ' "' IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
SHDLIED BE USED THIS METHOD REQUIRES THAT A TRENCH
BE EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD.IN
FOOTER LOG > 12' DIAMETER INSTALLED BELOW STREAMSED FOOTER LOG > 17DIWAETER INSTALLED BELOW STREAMBED THIS CASF-A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH OOT WAD
THE
R
(
S
L
E
(OPTIONAL PER DIRECTION OF ENGINEER) TRANSPLANTS OR (OPTIONAL PER DIRECTION OF ENGINEER) BA
NNK
AND WELL
BELOW THE STREAMSED ONE
-THIRD
OFF THE
BOULDERS ROOT WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
10.15 FEET LONG 10 -15 FEET LONG TRUNK
>101 DIAMETER FOOTER LOG FOR >1T DIAMETER
TRENCHING METHOD
ONLY
NOTES:
DRIVE POINT METHOD:
SHARPEN THE END OF THE LOG WITH A CMNMSAW BEFORE 9RMNW
CRO SS SECTION VIEW PLANVIEW CR IT INTO THE
E
T
E
OOT Y LS
S
?
R
?
?E
OSS SECTION VIEW
STREAM FLOW M
E
S
AT
w
nEG
EE
w
R
DEFLECTING THE WATER AWAY FROM THE BANK A TRANSPLANT
OR BOULDER SHOULD BE PLACED ON THE DOWNSTREAM SIDE OF
THE ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD.
THE BOULDER SHALL BE APPROXIMATELY fX J'X 2.
SILT CHECK
LIVE STAKING

Ue

?S
TOP OF STREAMBANK
FLOW
Y
TOE OF BALM

r NOES'
CONSTRUCTION AREA UPSTREAM BOTTOM OF CHANNEL
T 1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPUR.
---

/ STILLING BASIN
NATURAL STONECUSSA
FLOW- -?II

2 T

'. •..:
.
•.:..'
..:''. •
.:..
''. .:
. .?..'.' •.
•.:..'.:..'.' •.:• 5. STAKES MUST BE INSTALLED WITH BUDS POINTING UfNtlARDS.
1. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 111 T02 INCHES IN DIAMETER AND IT TO SO LONG.
tz Fr. MAX DEPr2r,
C )
V 1R ar`"Kru1
Q1 CROSS
SECTION
VIEW
OF
LNE
STAKING
SPECIFICATION
SECTION B. STAKES SHOULD BE INSTALLED LEAVING 115 OF STAKE ABOVE GROUND.
FILTER FABRIC
? DEPTH
MAXIMUM -
FOR DRAINAGE
NATURAL STONE CLASS A
FILTER FABRIC
FOR DRAINAGE
BOULDERS
EXISTING CHANNEL
CROSS SECTION SQUARE CUT TOP

..
TOPS TOP OF STREAMBANK
. ..
..
.
.
.
.
.
..
..
.
.
.
:. . BIAS FACING UPWARD

PLAN VIEW ..
.
.
.
.:
.:
.:
..
.:
: .
.
. .:
: .:
STREAMBANK :')
= - -
?
• LIVE CUTTING
? J r '': F 1':
' 1 MM. 17 DM 1P
NG
-3TLE
TH

PLANT STAKES FROM
f 1
TOP OF BANK TO TOE Of BANK
:.:44

TOEOF SLOPE -1. '. .1. 1 1?,'. 1 .1 :..: 1 ANGLE CUT 50-15 DEGREES
LIVE STAKE DETAIL
NOTE ' PLAN VIEW OF LIVE STAKING SPECIFICATION
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL
N
s
c
c
a
i
c
c
:
C
O
IX?
c\?S
Y11
BO BRANCHES
MIN PER
33 FT.
BRANCHES
OF 1 INCH
OR LESS
BRUSH MATTRESS
STAKES3 FT ------
BANKFUL
;S-TREAM.BED
2GUAGE
ALVAN'SED
_w" RE
SECURED
TO STAKES
FLOW
PLAN NEW
DETAIL
+izr ?4'I,
?AV
WOODEN STAKE
NOTCHED FOR WIRE OR
ROPE W Mitt 3-FT LENGTH h
1
TYPICAL STAKE
NOTES
1. BOARD FOR STAN SHOULD BET x f x 1C
2. SAW 2 x 4 TIMBER DUGONALLY TO PRODUCE2 DEAD STOUT STAKES
TEMPORARY FORD STREAM CROSSING WI FLUME PIPE
1 ?
- FLOW
CHANNEL BED CROSS SECTION A-A'
'ROJECT REFERENCE NO. SHEET NO.
0182 Z_c
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT ME FOR C0NSFRDCRON
eW7 Repo-P.Mry 3M

Cary, N C-ti- 315 275111
ON
BUCK
NORMAL RASEFLOW STAGE
Irmo H[ 111N0 A P S1RJ07 SIee
F-
Fu nGJe7dt80

8' PVC SCHEDULE N FAME PIPE
(OR APPROVED EQUAL)
NATURAL STONE CLASS 1 I CLASS B MIL(
A 5 MOTES.
?7 BERM 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
• BERM: ,
tr
.1 2 HAVE ALL NECESSARY MATERIALS AND EQUIPMENT

' 2 .. ONSITE BEFORE V40RK BEGINS
7. MINIMZE GEARING AND EXCAVATION OF SRFAMBANKS.
DO NOT EXCAVATE CHANNEL BOTTOM. COMPLETE ONE
SIDE BEFORE STARTING ON THE OTHER SIDE
4. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
' 5. TRANSPLANT SOD FROM ORIGINAL STR&JABANK ONTO

' .' .' .' .' •'..' .'. .''. •
. •' •'. 'FILTER FABRIC FOR DRAINAGE SIDESLOPES.
1. MAINTAIN CROSSING SO THAT RUNOFF IN THE
' UNDERNFATHSTONE" CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL
'FFILTERFPB R
RIC FO DRMiAGE;
.'

F'P SCf1E0L?W
T. A STABILIZED PAD OF CLASS ' A' RIPRAP, A INCHES
THICK LINED WITH TYPE 2 FILTER FABRIC SHALL BE
.. UNDGRNFAIH STONE.. (DRAPPROVED EQUAL)' USED OVER THE BERM ANO ACCESS SLOPES.
WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO
ACCOMMODATE THE LARGEST VEHICLE CROSSING THE CHAN
R. CONTRACTOR SHALL DETERMINE AN APPROPRIATE
PROFILE VIEW RAMP ANGLE ACCORDING TO EQUIPMENT USED.
EROSION CONTROL MATTING
CROSS SECTION VIEW
NOTES:
1. BANKS SHOULD BE SEEDED PRIOR TO
PNACEMENTOF MATTING.
2. PUCE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIO S.
3. MATTING STAKES SHOULD BE PLACED
IN ADIIAMOND SHAPED PATTERN.
THE WOOD STAKE SHALLBE THE NORTH AMERICAN
GREEN ECOSTAKE OR APP ROVED EQUAL W TH THE
FOLLOW NG DIMENSIONS
LEG LE NGTH 11 FU IN 2i'S/cM
HEAD WIDTH 126IN ]1BCM
HEAD THlcKNESS O40IN 102 CM
LEGWDTH 0601N I51S APEREDTOPOIY
LEG IIICKNESG 040IN 102 GM
TOTALIENGTH 1200IN(3046 cm)
TYPICAL MATTING STAKE
C
m
v
U
N
DITCH DITCH
x 1 1 1 1 1 1 1 1 1 1 1
TOP OF S11iFAMBANK
TOP OF
1
1
I
1
1
1
1
I
1
Y STREAM13ANK _ _ _
_ _ _ _
_
_ _
_ _ _
_ _ STNS
D 1 1 1 1 1 1 1 1 1 1 1 1
n 1 1 1 1 1 1 1 1 1 1 1
N
1
1
1
1
1
1 1 1
1
1
1
1
LOIRFBER MATTING
m TO BE EXTENDED TO
m 1 1 1 1 1 1 1 1 1 1 1 1 TOE OF SLOPE
[ 1 1 1 1 1 1 1 1 1 1 1 1
a
a
CC
m

a PLAN VIEW

NOTES
1. CREATE 12' DEEP TRENCH
2 STAKE AND W RE BRUSH LAYER INTO TRENCH
I BACK FILL 7' OF ON-SITE ALLUVIUM OVER BRUSH LAYER
CROSS SECTION
DESIGN PARAMETERS
GENERAL CONSTRUCTION SEQUENCE
Greasy Creek
The following construction sequence shell be used during construction:
1. Mobilize equipment and materials to the site, and setup staging area as shown on
plans.
2. Construct a silt check at the downstream end of Reach 1.
3. Construct the temporary stream crossings as shown on plans,
4. Begin structure placement at the upstream end of Reach 1. Placetemporary
seeding, mulching and coir fiber matting as directed by onsite construction
manager.
5. Begin channel excavation near the upstream end of Reach 1. Each meander bend
shall be constructed in the dry by leaving an earthen plug between the new
channel and the existing channel when possible. Where there is not enough room
to leave a plug in the new channel, flow must be pumped around the work area
All stockpiles must have temporary silt fence placed at the end of each workday.
Any disturbed area shell have temporary or permanent ground cover applied
within 15 working days or 30 calendar days, whichever is sooner, following
completion of grading activities in that area
6. Install in-stream structures in the channel as construction proceeds in a
downstream direction.
7. Following completion of each new channel section, coir fiber matting shall be
placed on the channel banks.
6. The stream flow should be diverted into the new channel as each section is
completed. Each new channel section should be stable before it is exposed to
stream flow.
9. Complete all temporary seeding and mulching along Reach 1 before moving to
Reach 2.
10. Remove any undesirable vegetation in Reach 2 and stabilize all work areas as
directed by onsite construction manager.
11. Remove all silt checks and temporary crossings.
12. Demobilize equipment from site.
13. Plant riparian vegetation and permanent seeding at the appropriate time of year.
Existing Stream Reference Reach Design Stream
Raccoon Creek
Parameter MIN MAX MIN MAX MIN MAX
Drainage Area, D A (sq mi) 1.5 1.5 2.9 2.9 1.5 1.5
Stream Type (Rosgen) E4 C4 ES E5 E4 E4
Bankfull X SEC A rea, A bkf(sq ft) 22.7 25.9 23.7 23.76 25.0 25.0
Bankfull Width, Wbkf (ft) 15.7 21.1 15.4 15.9 17.3 17.3
e ankfull Mean Depth, Dbkf (ft) 1.4 1.5 1.5 1.54 1.4 1.4
Width to Depth Ratio, W/D(ft/ft) 10.9 13.7 to 11 12.0 12.0
Width Floodprons Area, Wfps (ft) 35.0 110.3 >100 >100 90 140
Entrenchment Ratio, Wfpa/Wbkf (ft/ft) 2.0 8.8 >2.2 >2.2 >2.2 >2.2
Max Depth 0 bkf, Dmax (ft) 2.0 2.7 2.4 2.7 1.7 2.1
M ax Depth Ratio, Dmax/Dbkf• 1.4 1.9 1.8 1.8 1.2 1.5
Max Depth in tob, Dmaxtob (ft) 2.0 3.8 1.7 2.1
B ank Height Rallo, 0tob/D mex(ft/ft) 1.0 1.4 1.0 1.0
Meander Length, L ra(ft) 60 300 30 84 104 173
Meander Length Ratio, Lm/Wbkf' 3.4 16.9 1.9 5.4 8.0 10.0
Radius of Curvature, Re (ft) 45 9 18 35 81
Rc Ratio, Rc/Wbkf • 2.5 0.6 1.0 2.0 3.5
Belt W ldth, Wblt(ft) N 60 51 53 61 112
M sander Width Ratio, W bitfW bkf 3.4 3.3 3.4 3.5 6.5
Sinuosity, K 1.25 1.30 1.30 1.20 1.20
Valley Slope, Sval (ft/ft) 0.0192 0.0140 0.0140 0.0192 0.0192
Channel slope, Schan (fuft) 0.0154 0.0109 0.0109 0.0162 0.0162
Slope Riffle, Srif (ft/ft) 0.0050 0.3150 0.0120 0.0120 0.0194 0.0405
Riffle Slope Ratio, Srif/Schan 0.3 20.5 0.92 1.3 1.2 2.5
Slope Pool, Spool (ft/ft) 0.0008 0.0103 0.0003 0.006 0.0000 0.0008
Pool Slope Ratio, Spool/Schan 0.05 0.87 0.03 0.55 0.00 0.05
Pool M ex Depth, Dmaxpool (ft) 2.3 2.3 3.3 3.7 2.8 3.9
Pool M ex Depth Ratio, Dmaxpool/Dbkf 1.2 1.2 2.2 2.5 2.0 2.8
Pool A rea, A pool (sq ft) 24.0 24.0 29.4 32.0 35.0 45.0
Pool Area Ratio, A pool/A bkf• 1.1 1.1 1.2 1.3 1.4 1.8
Pool Width, Wpool (ft) 15.1 15.1 14.7 16.3 22.5 28.0
Pool Width Ratio, Wpool/Wbkf • 1.0 1.0 1.0 1.1 1.3 1.5
Pool Length, Lpool (ft) 39.8 65.7
Pool Length Ratio, LpoollWbkf • 0.0 0.0 2.3 3.8
Pool-Pool Spacing, Lps (ft) 25.0 138.0 42.0 163.0 60.6 112.5
Pool-Pool Spacing Ratio, LpsfWbkf 1.4 7.7 2.7 10.6 3.5 6.5
d18 (mm) #N/A aN/A 0.12 0.12 NN/A *N/A
d35 (mm) 0.4 0.4 0.3 0.3 0.4 0.4
d50 (mm) 12.0 12.0 0.8 0.8 12.0 12.0
d84 (mm) 94.2 84.2 64 64 94.2 94.2
d95 (mm) 2052.2 2052.2 150 150 2052.2 2052.2
' These ratios are based on reference reach database values and Raccoon Creek; in order to provide a more
conservative design or better habitat potential. Raccoon Creek date provided by N RCS.
QUANTITIES
EARTHWORK SUMMARY
o.
N
a
0
a
C
SP
IN CUBIC YARDS
LINE STATION TO STATION TOTAL
CUT FILL TOTAL
BORROW TOTAL
WASTE
REACH 1 10+25.00 24+1207 982 529 0 453

TOTAL 982 529 0 453
Waste in lieu of borrow 0 0
GRAND TOTAL 982 529 0 453
SAY 1000 500 0 500
Description Quantity Units
Mobilization /Demobilization 1 LS
Temporary Seeding (rye) 100 LBS
Mulching (straw) 125 BALES
PermanmltSeeding (Riparian) 10 LBS
LiveStakilg 1000 STAKES
BareRootVegetation 500 STEMS
Shrub and TreeTransplants 100 SY
Fascines 100 FT2
Exavatan,Fill,Grading 500 CY
ClassA Stone 70 TONS
ClassB Sb ne 70 TONS
Boulders (4'x3'x2'minimum) 250 TONS
Root Wads 40 STEMS
Type 2FilbrFabricTYPE 2(nonwoven) 200 SY
C7 Coir Fiber Matting 1200 SY
6 itch SCH 80 PVC P pe 40 LF
SiIt Fence 300 LF
Pump Around Sequence 1 LS
Speci3lStill itgBasins 3 EACH
PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE PO& N TIRUMON
? \
BUCK EDOO WC. fig 2751701
/ Cw47:r 19m i
vnoM: R1RJ6l-R151
/ ? \ \ !NO N!lRINO r.?riwe?w
Ro
\ C3
°° D64 ?? I STOCK?% ALDERS TT i?
?. ?/ , ? qo
I STOCK t/ D ° D It PlLft1
' Y I
',( , o? ? / `? :rte / / / I i ?i
// a?,'`?\ I} \l,
/ \/
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?7 r a
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1
' 1 , f , \ j . \ ` ?\',., \ ?•??? 001 1
cl)
ooo? `I
BRUSH
SHED
OCR,
) i STAGII u AREA
TEMP. DO NOT?DISTUR9 NG
\ CROSSING
GR05SING?
I .- yam, r^'"` ?.. ? -?.. \ \ \ „ \ \ ? •\ y? ?` ?: ,?f_ _ f? ?\\ ?., ? ?? a'V
od.
I G X G
m
v
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'k lb
I I
I I ? < ? Li ? .t 1
I t ? ft
ACCESS ROAD HOUSE
t l f
----------- tt ?' ??o
?
CREASY CREEK R3,^.,D
GREASY CREEK
INTERMITTENT BENCHING 20 10 0 20 40
SCALE (FT)
PROJECT ENGINEER
c
N
2
N
a
u
D
N
B
C
0
0-
c
e00D Rpmq P. qy eu.200
co BUCK ?twtiti225tt
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?? V.. ????\ FNOfNL 21?RIN0 ? ru; na?eiw9o
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OO v? \ \ - - - INTERMITTENT BENCHING
X
PRELIMINARY PLANS
DO NO7 un FOR CONeTRVCRON
I ?F
Q
\ \\ \\?dot?? ???' y\? \ \
END CONSTRUCTION
STA. 24+72.48
(END REACH 2)
20+ \ \ \4 ?\`\ \"? ~ ?\ gNp?RSOy ROgp `\
?. A `?"•;`??;,,•;,,?,.?? ? ?? ? ? ?L\??, ???'? :may `' -? ? ???.. ?,.."ti. `'? '?.
a r `?
x `max \\ ? \,? .. • ^`- ?-?
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?\
-72' CQ;
1
11,
Lo
z
0
0
GREASY CREEK
20 10 0 20 40
SCALE (FT)
(?1 31v?s
®:? 111.11 ,n
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Ground I
Y
h( 1 R ~ am Ar ea a er e h p s
.Ij 5
'til S 3
Yt 4.~ E
`4~ 3
j~ s'. E
b; ' l \ PROPER POSITIONING Of THE ANCHOR POINT iT'~a3~' ~1 FOR THE HOOK END Of THE STRAP IS iE ANCHOR POINT IE STRAP IS
CRITICAL ~ ; THE TAKE-UP ASSEMBLY WILL ADJUST A 1LL ADJUST A
1 TOTAL OF 7" TO ALLOW TOR )W FOR
VARIATIONS IN TANK AND ANCHOR POINT 17" PLACEMENT. THE ANCHOR POINT WILL BE NCHOR POINT POINT WILL BE
• ' " ` - . ' IN THE CORRECT POSITION If THE DEADMAN 1,, IS INSTALLED WITH THE BOTTOM OF THE if THE D~uAN Ground -g' 23' 33' 18' FfOM OF THE
TH CHOR SYSTEM PROVIDES A METHOD TO ATTACH AND TIGHTEN DEADMAN LEVEL WITH THE BOTTOM OF THE E SPLIT STRAP AN TANK. BOTTOM Of THE
7HE TANK ANCHOR STRAPS TO DEADMEN WITHOUT ENTRY INTO THE EffCAVATION. THE ANCHOR HOOK POINT MUST BE 17" ABOVE THE 80TfOM OF THE TANK AND MUST BE 17" ~ TANK AND z
POSITIONED HORIZONTALLY PER THE PER THE ~
DISTANCE FROM TANK SHADOW TO ANCHOR 0 TANCE FROM TANK t4DOW TO ANCHOR
NOTES: POINT -Lay deadmen along each side of tank 6 6 TO 1 POINT s To ~ -2' 6" 3°-6" -3'-6" -3'-2„
r r r _Make sure they are pa alnelt toofatank on each side s" To ~5 Sea Wall _4
~ I ( n I I r Deadman is to be ful e g h 10 9 TO 15 -For tanks requiring 4 or more anchor points per deadman, two -1'
deadmen sections of equal length may be butted end to end -Make sure each deadman section has at least 2 anchor points 0A a
-The lank must not overshadow the deadman anchor AT MINIMUM BURIAL DEPTH OF 36" (44" -Each tank requires iwo deadmen or, FOR 12' TANKS), MINIMUM DFADMAN DF 36" (44" li Q O 1FADMAN
I r e S o r o n (1) if one deadman is used for adjaceni tanks, SIZE IS AS FOLLOWS (SEE TABLE): it must be doubled in width, and 'ABLE : ~ r W ~ m ~
(2) A separate anchor point must be provided for each strap DIAMETER HEIGHT WIDT Ground 0 p J N WIDT 0 M
-Use straps provided by the tank manufacturer 4 6 6 eS ell 01/er Ue, 6 12 6 ~ 0 ~ N M a Z A fV
10 12 18 W ~ ~ ~ ~6 ICI ~ = Q ~
12' 6° 3fi" ames oWn 38° oc rea a er e S z~ ~ Z o p _ W 2
9 o~ ZX p J 0 Q
DEADMAN TOP TANK ANCHORING DETAIL = LL a
O N
f__.... ~ __.__...I
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0

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3+1 DISI EIS TWO REELS 20 ~ - °~W - ER WITH mom 22' o
rvl ~ 22' ~ W ~ ~ ~ ==~~o
a ~ DUEL DOCK ~ AREA
ONLY ~ ~ m
r n o m o
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U
FUEL DOCK
I AREA ~ ONLY 6
PRODUCT PIPING N
Z
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3+0 DISPE~1 R WITH ~ ,zz > SE
Store ,zz W
grin , ~ ~ a rea
i i
~ECTRICA~ ROOM E 0 z
TRI N IT TY EXEC CAS CO DU PICAS TO EACH
P N R TANK AND DIS E SE SUf~P
3'
I 30
i 6'
i 16' Ramp
I f.- _av~ _ I ~
W
0 0 0 ~ o 0 0 0 0 ~ o 0 0 1 12' 30' E"'
~ ~ B ~ , Boat Z W
10K 6K 6K I I~ R( Ram p V
I~ , ,
t \ 55 ! f 55 x 22
` ~ z ~ _
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SCALE: 1 10'
Cary, NC 27511
SHEET OF
(Dock Length: 150 ft.)
Dock Calculations: Dotes:
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''A"'H" "Z';'8`' TYPICAL POINT DESiGNAT1ON5 C 5 RBIDDE Y AiTE PT TO RECaRD A COPt' OF THE C?RtGtNAL MAP AS - AN ATTACHED:. EX H1BfT -IS FORBIDDEN UNDER THE REf3l1!REMENTS OF G. 5. 89G- 26, '
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A6C?VE SHOWN LANDS IN. ACCORDANCE,WITN :THE BOARD ~'ULC - S ~ ,T ~f~G: ° ~ , ~ c ~ ti x. `
r.. ~ € ,acs a. - ~ ~Tti~,~ ~dI~E ?d T/!v l * ".;-i~~h11~y ` F i~~ FOR f
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HAS A $ASIr EI.EVATI N OF,..~L~-,.._„FEET ACCORD(N6 ,~.-G'-'_._.~_~,~.~ ' l` , ~ L1ATE ; ,s r} rya ~ ~ ~ DATED ~ _ ~ ~ - . , r~ , v !,0'T-~ ~ ` s ~ SECTtCN 5~ M~ . -SUBDIVISION
¢ THE RAT(D OF PI~EGISION IF APPLICABLE I.S. 1; ~3 f,t
COMPUTA710N5?"8Y ELECTRONIC Gt?MPUTER. ,~vk., { - C.,~~ ~ TOWNSM~! _ TOWNSHIP C b. N, C.. MAP BOOK PAGEe--
~ ;r ~ i .SCALE' _ 1 ~ ~I~NATURECS) ~ DAT ~
c~~ w J0h JOHNiE C. GARRASO'N DRAWING NUMBER
$ CERTIFICATE ADDRESS - TELEP,NONE.ETC.:` . VIClN#TY MAP -SCALE 1" c- j~,l.`~:% SE,~~L. OR STAMP _ , 0''. ~ i~ ' N.C. Registration No. L-1347, ,

Nieghbooring Property Owner
Dr. Charles Horton
5125 West Wendover Ave.
Jamestown, NC 27282
10,000 Gallon Underground Storage
Tank for Regular Gasoline
i
nS
AES
Hinh Tide Wnter Mnrk
12,000 Gallon Dual Compartment Underground Storage
Tank for Regular Gasoline (6K Premium, 6k Diesel Fuel)
Nieghbooring Property Owner
South Beach Yacht Club Association
111 Loch Hoven Lane
Cary, NC 27511
(Dock Length: 150 ft.)
Dock Calculations:
(1)
20'
x 3'
= 60
(3)
22'
x 3'
= 198
(1)
25'
x 3'
= 75
(1)
30'
x 3'
= 90
(1)
30'
x 6'
= 180
Total
603 sqf t
Maximum Allowed by
CAMA: 684 sqft
Ground
Sea M
Ground
8' 8' 7'
25'
33'
1R'
45'
Total Length 144 feet
' " h Water Mark
Sea Wall
23'
Ramp Area Water Depths
Total Length 144 feet
8' , 8' 7' 25' 33' 1 18' 45'
Low Tide Water Mark
Low Tide Water Mark
Notes:
> Finger docks for 10 boats
> Finger docks & Ramp Dock 603 sqf t.
> Distance to nearest City Well is 4657 ft.
> Distance from Sea Wall to End of Dock is 145 ft.
+3'-211
-3'-2" 1 -4' 1 -4'-8"
Ground
Dock Area Water Depths
^''- ---- --- I -
Project Name and Address
Topsail Island Marine do
Fishing Center
Low Tide Water Mark
Normal Level
5:J
NORTH
Project Sheet
Date
1-27-2004
Scale
1/10 = 1'
High Water Mark