20052093 Ver 2_Complete File_20060220

Division of Water Quality
Wetlands Restoration Program
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Office Use Only: L}p A D Form Version October 2001
USACE Action ID No. DWQ No. ®5 -3,0q 3
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing TMP _
1. Check all of the approval(s) requested for this prof e
® Section 404 Permit ?; 2005 2 "D
F-1 Section 10 Permit
? 401 Water Quality Certification DENR - J1A1 ER QUALITY
? Riparian or Watershed Buffer Rules WETLANDS N©s'URMWATERBRANCH
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: X
Y
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Ecosystem Enhancement Program
Mailing Address: 1652 Mail Service Center Raleigh, NC 27699-1619
Telephone Number: 919-715-1616 Fax Number: 919-715-2219
E-mail Address: wyatt.brown@,ncmail.net
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Stream Restoration Maintenance and Repair for County Line Creek,
Henderson County
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): -
4. Location
County: Henderson Nearest Town: Fletcher
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): NC 191 South of Asheville @
High Vista Estates & Golf Course, north of McDowell Creek Road
5. Site coordinates, if available (UTM or Lat/Long):
(Note- If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The
surrounding land use is subdivision and Golf Course.
7. Property size (acres): 3500 ft. of stream with -25' buffer on each side equals 4.0 acres.(see
plans).
8. Nearest body of water (stream/river/sound/ocean/lake): County Line Creek, French Broad
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hllp://h2o.enr.state.nc.us/adTnin/mW-/-.)
Page 6 of 12
Describe the purpose of the proposed work: Stream Restoration Repair/Maintenance to
improve water quality and habitat. Required due to bank slumping, erosion and needed
structure repairs from 2004 hurricanes and riparian vegetation failures related to late frost
and ice damage.
IV.
V.
List the type of equipment to be used to construct the project: Track Hoes, bobcats, small
loaders
10. Describe the land use in the vicinity of this project: The surrounding land use is a golf
course and subdivision.
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.
Permits for the original restoration were obtained, but have since expired resulting in this
application:
Agency Action or Permit #
USACE 199920922
NCDWQ 000722
Future Project Plans
Expiration Attached?
April 02, 2004 Y
April 02, 2004 Y
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: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7of12
1. Wetland Impacts - N/A
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 athqp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.0 acres
Total area of wetland impact proposed: 0.0 acres
2. Stream Impacts, including all intermittent and perennial streams: See application item VII
below as well as the Maintenance Plan Sheets for activities and locations and attached
disturbance table (Table I of Sediment and Erosion Control Plan) for disturbance totals.
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Irn act Perennial or
Intermittent?
( leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses..wv. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapgc uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: See application item VII
below as well as the Maintenance Plan Sheets for activities and locations and attached
disturbance table (Table I of Sediment and Erosion Control Plan) for disturbance totals.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact Type of Impact* Area of Name of Waterbody Type of Waterbody
Site Number Impact (if applicable) (lake, pond, estuary, sound,
Page 8 of 12
(indicate on ma) (acres) bay, ocean, etc.)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation (N/A)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Although the original project as well as this proposed maintenance involves work within and
adjacent to the stream channel, the goals of restoration or any needed follow-up maintenance
are water quality improvement and improvement to in-stream and riparian habitats. The
objectives are improvement related and not impact related
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
Page 9 of 12
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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Please see the attached maintenance plan sheets and plan documents.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hM2:Hh2o.enr.state.nc.us/=/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
Page 10 of 12
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 0
2 0 1.5 0
Total 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
Page 11 of 12
XI. Stormwater (DWQ Only)
Site and general area are rural and comprised of forest land. As part of the original Land
Quality and DWQ permitting, the project received an NPDES general (NCG010000)
stormwater discharge permit (expiration 913012006). New Land Quality permits are being
sought as part of this stream maintenance.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Not applicable to this project site
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
_( ?=DC
Applicant/Agint's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200230234 county Buncombe and Henderson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: North Carolina Wetlands Restoration Program
Attn: Jason Guidry
Address: 1619 Mail Service Center
Raleigh, North Carolina 27699-1619
Telephone No.: [phone]
Size and Location of project (water body, road name/number, town, etc.): County Line Creek flowing
through High Vista Falls Subdivision off of Highway 191 near Fletcher at the
Buncombe/Henderson County line.
Description of Activity: to restore a 3,500-foot reach of County Lune Creek. The project is to
improve water quality and aquatic habitat by utilizing bioengineering restoration techniques
(rock cross vanes, root wads, log vanes) accompanied by the establishment of a natural
vegetated buffer.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
27 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in strict
accordance with the attached conditions and your submitted plans, and those conditions outlined in the attached April 2,
2002 NC Wildlife Resources Commission letter.
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of the
RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate
legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide Permit,
please contact the Corps Regulatory Official specified below.
Date 4/2/02
Corps Regulatory Official David Baker
Expiration Date of Verification 4/2/04
Telephone No. [phone], extension 6
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST
BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CESAW Form 591
Revised July 1995

Cyndi Karoly
Division of Water Quality
410 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
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February 15, 2006
Re: Courtesy PCN for Stream Restoration Maintenance/Repair on County Line Creek, Henderson
County
Dear Cyndi:
The attached includes a completed PCN and supporting documentation related to needed maintenance and
repair on an NCEEP stream restoration project. Since we are applying under Nationwide 3 this PCN is
sent as a courtesy copy. A Land Quality Permit will be sought for this project before construction begins.
Thank you for your continued support and assistance.
Sincerely re , Ads
Wyatt Brown, CPESC. LSS
NCEEP
lei
INIZENR
North arol rm " r ? enhancement Program, 1 Mail ar ia':?31 er, Raleigh, N 27699-1611 919-715-0476 www.nceep.net
2005 MAINTENANCE PLAN FOR n _?q3
REVISED AUGUST 2005
C OUNTY LINE CREEK
STREAM RESTORATION PROJECT
HIGH VISTA ESTATES AND GOLF COURSE
HENDERSON COUNTY, NORTH CAROLINA
EEP CONTACT: MAC HAUPT 919-715-1070" `
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N.C. ECOLOGICAL ENHANCEMENT PROGRAM
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INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
2 GENERAL NOTES
3 TYPICAL SECTIONS
HENDERSON COUNTY
4 STREAM DETAILS
5-5A EROSION CONTROL DETAILS
STATE OF NORTH CAROLINA 6 VEGETATION NOTES
7 VEGETATION DETAILS
8-11 SITE AND VEGETATION PLAN
AS BUILT SURVEY PREPARED BY,
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LOCATION MAP
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PREPARED IN 7NE OMCE OF.- WENT: PROJECT:
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GENERAL NOTES:
ALL BEARINGS ARE BASED ON NAD'83 GRID BEARINGS.
ALL DISTANCES AND COORDINATES SHOWN ARE HORIZONTAL (GROUND) VALUES.
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM BED WORK,
INCLUDING ALL IN-STREAM, GRADING, BANK STABILIZATION AND SEEDING AND
MULCHING WORK ON A SECTION OF STREAM THAT!yy/'1/??CC `AA.N? NBB'fE ENTIR//ELLY
COMPLETED WITHIN A SINGLE DAY.
ale
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ALL GRADED AREAS SHALL BE STABILIZED URS. 6
THE CONTRACTOR SHALL PUMP AROUND THE WORK AREA, PER THE PUMP
AROUND DETAIL, WHEN WORKING IN OR NEAR THE LIVE STREAM.
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE IN THE STREAM
CHANNEL AND IN GAINING ACCESS TO/FROM THE WORK AREA
ROCK FILTER DAMS SHALL BE CONSTRUCTED DOWNSTREAM OF THE
CONSTRUCTION AREA TO REDUCE SEDIMENT ENTERING THE STREAM.
ERECTION OF SEDIMENTATION AND EROSION CONTROLS SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND
DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT
ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED
DURING CONSTRUCTION, INCLUDING FAIRWAYS, CART PATHS, IRRIGATION,
UTILITIES, ROADS, ETC.
ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK
COMMENCING EACH MORNING. EQUIPMENT SHALL BE MAINTAINED TO PREVENT
FUEL, OIL AND LUBRICANT SPILLS IN THE VICINITY OF THE STREAM.
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIS OWN
SUBSURFACE INVESTIGATIONS AS THEY RELATE TO THIS PROJECT.
UTILITIES:
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE
CONSTRUCTION CORRIDOR INCLUDING IRRIGATION WATER LINES.
ANY RELOCATION OR REPLACEMENT OF IRRIGATION LINES SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE HIGH VISTA FALLS COUNTRY
CLUB DIRECTLY.
SITE/EASEMENTACCESS
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING ROADS,
FAIRWAYS, AND CART PATHS. CONSTRUCTION ENTRANCES (PER DETAIL SHEETI SHALL
BE INSTALLED AT ALL ACCESS LOCATIONS PER THE PLANS AND SPECIFICATIONS.
THE CONTRACTOR SHOULD TAKE CARE TO MINIMIZE THE DISTURBANCE TO EXISTING
RIPARIAN VEGETATION WHEN MAKING REPAIRS.
HIGH VISTA FALLS HAS GRANTED ACCESS IN AREAS ADJACENT TO THE EASEMENT THAT ARE
CURRENTLY MAINTAINED AS ROUGH. THE CONTRACTOR WILL BE REQUIRED TO
REPLANT/ REPAIR DAMAGE TO THOSE AREAS. IF THE CONTRACTOR NEEDS ACCESS TO
AREAS THAT ARE CURRENTLY FAIRWAY, THEY MUST USE PLYWOOD OR OTHER MEANS TO
PROTECT THE FAIRWAY.
THE CONTRACTOR SHALL SUBMIT A STAGING AND ACCESS PLAN FOR APPROVAL TO THE
ENGINEER AND OWNER PRIOR TO INITIATING CONSTRUCTION. THE PLAN SHOULD DETAIL
ACCESS, STAGING, AND SCHEDULE. THIS PLAN SHOULD BE COORDINATED WITH THE
COUNTRY CLUB/GOLF COURSE PRIOR TO SUBMITTING.
EROSION CONTROL MEASURE PRIOR TO CONSTRUCTON
PRIOR TO ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL INSTALL ALL TREE
PROTECTION FENCING, SILT FENCING, CONSTRUCTION ENTRANCES, AND OTHER
EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS. ADDITIONAL TREE
PROTECTION FENCING, SILT FENCING MAY BE NEEDED TO PROTECT ADDITIONAL
SENSITIVE AREAS, AS DETERMINED BY THE ENGINEER.
EROSION CONTROL MEASURES DURING CONSTRUC17ON
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS, BUT NECESSARY
TO CONTROL EXCESS SEDIMENT, IF DETERMINED BY THE ENGINEER.
THE CONTRACTOR SHALL PROVIDE WATERTIGHT TANKS OR BARRELS SEALED WITH PLASTIC
SHEETS TO BE USED TO DISPOSE OF CHEMICAL POLLUTANTS, SUCH AS LUBRICATING AND
TRANSMISSION OILS, GREASE, SOAPS, ASPHALT ETC. PRODUCED AS A BYPRODUCT OF
CONSTRUCTION. AT THE COMPLETION OF CONSTRUCTION, THE FACILITIES SHALL BE
DISPOSED OF WITHOUT CAUSING POLLUTION.
ALL WORK SHALL BE PERFORMED FROM THE TOP OF THE CHANNEL BANK. NO EQUIPMENT
WILL BE ALLOWED TO OPERATE IN THE LIVE STREAM. THE CONTRACTOR SHALL PUMP
AROUND THE WORK AREA PER THE PUMP AROUND DETAIL WHEN WORKING IN OR AROUND
THE LIVE STREAM.
VEGETATION
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY
SEEDING IF CONSTRUCTION IS PERFORMED DURING THE SEASONS SPECIFIED IN THE
DRAWINGS AND SPECIFICATIONS. IF NOT, PERMANENT VEGETATION SHALL BE PERFORMED
DURING SPECIFIED PLANTING SEASONS.
ALL AREAS INSIDE THE CONSERVATION AREAS THAT ARE DISTURBED DURING
CONSTRUCTION SHALL BE REPLANTED PER SHEET 6. ALL DISTURBED AREAS WILL BE
PLANTED WITH TEMPORARY SEEDING.
COMSTRUC77ON EQUIPMENT .
THE CONTRACTOR IS REQUIRED TO REQUIRED TO INSTALL IN-STREAM STRUCTURES(ROOT
WADS, LOG VANES, AND ROCK CROSS VANES) USING A BACK HOE OR TRACK HOE WITH
HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE ROCKS AND TREES AS SIZED IN THE
DRAWINGS AND SPECIFICATIONS. LOW PRESSURE GROUND EQUIPMENT IS RECOMMENDED
TO MINIMIZE THE IMPACT TO THE GOLF COURSE.
STAGING AND STOCKPILED AREAS
NO SPECIFIED AREAS HAVE BEEN ESTABLISHED AS A STAGING AND STOCKPILED AREA.
THEREFORE, THE CONTRACTOR SHALL ESTABLISH STAGING AND STOCKPILE AREAS ALONG
THE PROJECT; AS NECESSARY, TO CARRY OUT THE WORK SILT FENCE PROTECTION SHALL
BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACING THE STAGING AND
STOCKPILED AREAS. THESE AREAS MUST BE RETURNED TO THEIR PRE-CONSTRUCTION
CONDITION UPON COMPLETION OF THE WORK.
me N:\^\011795006\Dns\drtm,Iu\h-ob-mte DWG
PWAM N ME OfACE OR CUEN
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REVISED PER SffE WALK ON 7/27/04 7/30/04 JIN
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CoMght HYNey Hm m,d A,mdotde, Me, 200 PHONE (BIS) 6772000 FAX: (81B) 677-2050
EXISTING CONDITIONS SURVEY
1. ALL DISTANCES SHOWN ARE HORIZONTAL.
2. A NCGS CONTROL MONUMENT WAS FOUND WITHIN 2000 FEET.
3. BROKEN LINES INDICATE LINES NOT SURVEYED.
4. AREA COMPUTED BY COORDINATE METHOD.
5. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAYS
AND RECORDED OR UNRECORDED ENCUMBRANCES THAT MAY AFFECT
SAID SUBJECT TRACT.
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STA 23+90 - 37+70
--------------
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- ------
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LOW FLOW
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STA 23+90 - 37+70
RESTORED BANK RILL CHANNEL TYPICAL SECTIONS
N.T.S.
?' A p
14 2006
NOTES:
TYPICAL SECTIONS ARE PROYOEO TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL. FINAL GRADING WILL GIVE
THE CHANNEL A MORE 'NATURAL' APPEARANCE AND MIMIC
UPSTREAM AND DOWNSTREAM STABLE SECTIONS OF
RIPARIAN AREAS.
k.?d C N \prH\mnPSOaBWWOks-BUErsµB-x-HmcusoWc SEE MATTING DETAILS SHEET 5
PREPAReD N THE OFM[ OF; CUENT: NCDENA 2-10-03 MOXCT:
III Kimley-Horn .-• NTS
EEP °ti?COUNTY LINE CREEK
REVISE PER SITE WAEX ON 7/27/04 7,70 04 ,nN WW SELL NTS
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REMOVE EXISTING d.?? ? - +
FAILED SIRUCTURE
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ErnAE smucnrRE)
PROFILE
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CONSTRICT PER CCSIAUCT PEAJ
RDIN VANE DETAIL ROC( VANE DETAE
STEP POOL STRUCTURE
NTS
PLAN
BACKFILL W/ 3'.15' DEED
GRADATION OF CLASS 4 MUSS B RP RAP.
AND NATURAL COBBLE MATEPo/L
N(NNOKN CEOTEXRLE TD BE USED
BETWEEN BOULDERS AND BAIXFlLL
NONWOVEN 7AR RE

TOP LAYER B'
EXCAVATED COBBLE
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OF CLASS B
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.

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20'-30 DEEP
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SHOULD lE
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P ROCK FROM
TOP
SuDXTC FORWARD
Nt.s PUCm lE PREVENT

SECTION A•A TSOUPD FORWARD
SECTION A•A NOTE- EXCAVATED CFW#JEL MAERALS (COBBLES AND GRAVELS)
SFIOULD BE USED TO COVER CONSTRUCTED RF•T:tE
ROCK CROSS VANE
NOTE CASs B FOP RAP SNAIL BE NANO PLACED TO R. A-VANE
WIGS BETWEEN LARGER BODU"S NTS RT.S
PREPARED M THE OFFICE OP: CLIENT: PROJECT:

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av

b1ATTNQ TYPE AND LOCATION QUDE
NTS
IMTTINO TO BE 66TALLM OI
ALL OAKS N4ICN NR ORADW.
EMPOfTP1FE, 171FIL:M A+FTHl78R` VF0M
NTS

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1. A STABILIZED ENTRANCE PAD Of 05
MD DE E RNT RAID BALLAST SHALL S LOCATED TAWS
TRAFFIC WILL ENTER IRA WK DE CONSTRUCTION 9T7E GiN A PUBLIC SORT.
THE CONSTRUCTION
H FLYER FABRIC OR COMPACTED CRUSHER RAN STONE SHALL BE USED AS A BASE FORM 0OSIRICIION E14MAHM -
1 M ENTRANCE SHALL DE MAINTAINED IN A CONDITION WIDE YELL PREVENT WAGING OR FUGW D a SCOME T
_
ONTO PUBLIC STREETS a DOSING PAVEYENE THIS MAY REQUIRE PERIODIC TAP OREESINC WIN ADDI7HNAL I I I
SHOD AS CONDITIONS WARRANT AND REPAIR OR CLE.WWT OF ANY YEAWRES USED To GAP SEDIMENT.
4. ANY SENYENT SPILLED, DROPPED, WASHED. Olt TRACKED ONTO PUBLIC STREETS MIST BE RODIED WMEDIATRr.
H WHEN APPROPRIATE. WWTLS MUST BE CLEWED TO REMOVE SEDIMENT PRIOR TO ENTDRNC A PUBLIC STREET. WHEN
.
WASHING K RLQURED, IT SHALL BE DONE IN AN AREA STABILIZED WIN CRUSHED STONE WARN DRAINS INTO AN
APPROVED SEDIMENT BASH SAE SD. NO. 30.1111.
.
R MAINTENANCE REpRNEYENTS PER SECTION 6.00 OF NCDgKS EROS(W AND SEDIMENT CONTROL PIANNIIC
AND DESIGN MANUAL
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TEMPORARY CONSTRUCTION ENTRANCE
COTS
NOTE
_USE CLASS B STONE FOR
STRUCTURAL STONE
USE NO. 5 OR NO. 57 STONE
FOR SEDIMENT CONTROL
CONSTRUCT DAM A /
MAXIMUM OF 1 Fr. ABOVE - TEN OF BANK-
NORMAL FLAW DEPTH.
1. PREPARE SOIL BEFOK INSTALLING B ANKETSA INCLUDING ANY NECEBSAW APPLICATION OF UYE FEBRRER, NIB SEED. NOR:
WHEN USING C101-0-SEED DO Na SEED PREPARED AREA. CEEL-O-SEED MUST BE INSTALLED NM PAPER ALOE DOWN
2 BEGIN ATM TOP OF THE CHANNEL BY ANCHORNC THE BLANKET IN A B' (15.1) DEEP N S' (I Sem) WIDE TRENCH KYOND
UP-SLOPE
PORTION
BLANKET WITH A Row a An
TRENCH. WITH APPWITAINTELT 12' SDPUY%srN(s /PPAOIXLL18mr 1 O(q) APART IN M A0T101 oMPE11K 1REACIL BMUACRIBArt
AND COMPACT M TRENCH MEW sGPUNG. APPLY SEED TO COMPACTED SOH AND FOLD REMAINING '2('O0-)
PORIpM OMPACT OAaPA WRIT S (7AND CM ICA04LM SWIDTH ECURE BL NKE d Wf ACTED 504. WITH A ROW F STAPLES/SUHES
A PUCE CONYMNE BLANKETS ENO OVER ENO (ARNGE MW WITH A /•-B• (10--15.n) 0AB1P. USE A DOUBLE ROW Of
STARES STAGGERED 4• (loan) APART ARID C (loan) ON CENTER TO SECURE BLANKETS.
4. ADACEW BLAND= MUST BE OION:PPFD APPRODMAEY 2•-S• (S -12.5an) (DEPENDING ON BLANKET JJ?TppEE)) AND STAPLED.
To ENSURE PROPER SEW AIGNMENL PLACE M FDCE OF THE 01FAUPRNG BLANKET (BLANKET BONG NSWLED ON TOP) EVEN
WITH M COLORED SEAT BRILN"ON M BA wrr BEND oAALPPEO.
S. IN HON FLOW CWMM APPJGTgNS, A STAPLE CHECK SLOE B RECOMMENDED AT OO TO W FOOT (9m-12m) w ALS. USE
A DOUBLE ROW OF STAPU9 STAGGERED 4• (10-) APART AND 4• (TO-) ON CENTER OWL. ENTIRE WIDTH OF M OINREA
H THE A B?(15 ) DEEP THE- (IS- BERENCH ANCHORED µo COMP CTAMRS/ STAKES
EN MNRDOSTAPUC r 12• (30-) APART
A
B C CRITIO•L POINTS HORDOMTAL STAPLE SPICING SIDED BE ALTERED
A. OVERLAPS AND BEANS P NECESSARY TO ALLOW STARES TO SECURE M
9. PROJECTED WATER UNE CWIIC•1 POINTS ALOHA' M CHANNEL SIRACE
A C SLOPE EVVERTIDOCECESY/SEE • N LOOSE SOH CONDITIONS. AN USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 5 R 15 and YET
SE NED
C ESSARYIAf TO 70 PROPERLY ANCHOR BLANKETS.
INSTALLATION CURE FOR MO" CONTROL MATTNQ
COTS
B MAX.
VARIABLE AS DIRECTED BYLINE ENGINEER
MN. 10 G
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1A. 2 -'I Fes- ??'(L'1?;c* BPff:
IF'. • A, ?^FL.- Y MAX -USE AT FENCE ONLY WHEN DRAINAGE AREA
'NX
ORS NOT EXCEED I/4 ACRE AND NEVO A
SEGMENT STAE,W BED AREAS OF CONCENTRATED FLOW
CONTROL STRUCTURAL STONE 1'-0' W.
STONE
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WOEDME
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GRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
4
5 I FlLL ROPE
'.
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• FOR REPAIR OF SILT
FENCE FAILURES, USE
- 9 Na 37 WASHED STONE.
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P•.•• F ANCHOR
ANCHOR MIEN EN SILT
„
EN
' GRADE FENCE N PRO7(CTNC
CATCH BASM.

, 0' MIN. COVER
i OVER SOWT
A+04OR SKWT AS
C. BY EIONRR
SID VIE W
ROCK SILT SCREEN STANDARD TEMPORARY SLT FENCE
Nrs
COTS
HAVPMD117R5006ADWGVS•EC?DETIDYI,S
I --T PREPARED IN M OFFICE OF-. CLIENT: PROJECT:
KimleyHorn NCDENR G"."o Wyi;-.. 2-10-0J
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GPPIRNL N'mIP)`XP'n a,e AN to N<, 2001 PFK)Fe (90) 677-2000 FAX [phone]
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PUMP O ...
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0
PLAN
4 SY TITER FABRC -?
SECTION A-A
ENERGY DISSIPATOR FOR PUMP AROUND HOSE
CIF CLEAN WATER)
NTS
SPECIAL STMdIG BASIN
(SEE PROECT SPECIAL PROWmvS) T
UTILIZE A STABAITED OUTLET INSTEAD OF
A SPECIAL STILLING BASIN F PUMPING
CLEAN WATER
IMPERVIOUS CIKE -
(SEE PROJECT SPECIAL PROWSONS)
IMPERVIOUS DIKE -
(SEE PROJECT SPECIAL PRONAGNS)
TEMPORARY
FLEXIBLE HOSE
SPECIAL STILLING BASIN
(SIX PROJECT SPECIAL PROVISIONS)
OEWAIOMIC PUMP
EXISTING
STREAM
CHANNEL
FLOW
- IMPERVIOUS ONE
(SEE PROJECT SPECIAL PROVISIONS)
STALING BASIN
SPECIAL SnWNG BASIN
WITH ROCK PAD
NIS
NOTE: PROWOE STABILIZED OUTLET TO STREAMBANt
PUMP-AA0.W0
EXAMPLE OF PUMP-AROUND OPERATION
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S)..
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PUCE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL
BE EQUAL TO ONE DAYS WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PUNS.
6. EXCAVATE ANY ACCUMULATED SILT AND OEWATER BEFORE REMOVAL
OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES. PUMPS. AND
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. ALL GRADING AND STABIUZATION MUST BE COMPLETED IN ONE DAY WITHIN
THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES. PUMP AROUND
AREA TO BE STABIUZED WITH MATTING AT THE ENO OF EACH WORK DAY.
DURING THE PUMP AROUND OPERATION WATER MUST NOT BE ALLOWED TO FLOW
SACK INTO THE CHANNEL UNTIL THE CHANNEL IS PROPERLY MATTED.
THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE
UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION
OF THE IMPERVIOUS DIKE(S) FOR EACH DAYS WORK.
8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL STABILIZE DISTURBED AREA
WITH SEED AND MULCH.
NOTES:
1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF. CHANNEL
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW WHEN NECESSARY.
3) ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS.
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING. DIVERSION PIPES. PUMPS AND HOSES.
5)- PUMPS AND HOSES SHALL BE OF SUFFICIENT SZE TO OEWATER
THE WORK AREA.
RLEM roll,
FEB 2 4 2006
DENR • WATER QUALITY
WETI-ANDS AND STORMW:ATER BRANCH
PREPARED IN THE OF7 Of.. :
CULJ4 1: 2-10-03 rrtus?T
W R0
NCDENR COUNTY LINE CREEK
Kimley-Horn JEEP 4?Sd .,. N,5
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HENDERSON COUNTY
An x.: claN, am a.. e. aAwm en TIl?. ',! .Ci•A"YR JK
and Associates, Inc. `11?' tt
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yIe aemlw nwdn as m H1IrtmanL PI eaMq M Man4d W b BN A,ypp mttm b s MAew pY -
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COWgNd X-gy-NMe and A -Wt- Ma 2005 - RigE (CID) 677-2000 FAX [phone] Vy?i Wyy 011795006 5A w 12
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VEGETATION PLANTINGS,
Unrestricted Riparian 6,Mr. (Areas outside of tune play.) Little or no maintenance excpt
far ho7ad radunion as disnsad c, dying silo and shrubs. These areas should be replanted
to match the spacing requirtmenl below.
Renricted Riparian Buffer - Ares within course play will be managed bared on the
maintenance guidelines established in the mitigation plan. Theaew that are disturbed for suenm
repairs or access should be replanted per the plans and specifications,
BARE ROOTICONTAINERIZED VEGETATION:
I.Geneul: In order to reestablish vegetation in restaaimn areas, such as
bankfull bench., and slopes, baamot vegetation will be
planted ns shown on the plane tee required in the Special Conditions.
?,bfalenah'.
a) Initial vegetation material will be provided by the contractor. The contractor is
responsible for cmrcelly inualbral and maintaining vegetation material.
b) Vegetation mateml will consist of bare tut vas and/m shrub., Vegeutinn to be
insulted in area shown on the Vegetation Plan labeled "Unrestricted Riparian
Buller" is listed in the "Unrestricted Riparian Butler Vegetation Usl".
Vegetation to be.,called in areas shown in the Vegetation Plan labeled"Rntreled
Riparian Buller" is listed in the "Restricted Riparian Vegetation List".
3.P,cparati.n.
a) Planting shall take place to winter. Immediately following delivery to the project
site all plants with bare rants, if net promptly planted, shall be healcbin in
constantly moist soil or sawdust in m acceptable manna corresponding to generally
accepted horticultural practices
bj While plants with bare roar are being transported to and from heeling-in
bed,, or arc being distributed in planting beds, or ac awaiting planting after
distribution, the contractor shall protect the.planm fmm drying out by means
of wet canvas, burlap, or afrmv, or by other means acceptable to
Enginea/ProjectManager and appropriate to weather conditions and the
length of time the routs will remain outof the ground.
Costa lalim:
a) Soil in the.. afih,.b and ace planting., shall be lomentl dept, fat least 5
inches. This is necessary only on romp.l.d sail.
b) Bare rent vegetation may be planted in hole made by a mattock shovel, or otter
n. approved by Engm-prnject Manager. Roouwrk shall be planed in e
vesical position with the rent collar approximately h inch below the it surface.
The planting trench or hale shall be deep and wide enough to permit the mots to
wand out and down without Iroati g. Thee plant stern dull remain upright.
cl Suilshulibeseplocd around the pl.-cl egestmnond tamped around the shrub ter
Ueefimdy to eliminate air pucker.
S.Spacing
TLe following spacing guidelinet ofaooed shrubs and uaa are provided in the
fallowing cable.
f -- - -li-alnuog . New pins A,94 Tall
Pa I,P70sgA. Per LW sgit
Shmb. sou t rood Atit 19 as 15 151025
6. Aatutwn
All newly panted shmbsad trees shall be potecld with a" diaroaer (30" min.
beight) va prakaor w6a with hambaoor woodsuku fa support-
LIVE STAKES
Live stakes are to be insulted only on apesedor regaled sawn banks (areas maned are
remaded) to bonkfWl elevatia of the designed steam. Thee sakes are to be imtdld st . dmaily
of2 to 4 live stakes per square vard The rpecia to be wed for live suking are listed in the
following Species List The Supervising Engineer reserve the right ercjecthny%tekef'out do
dwtmecttheabovemcntionedefikM. The Contractor shall replace rejected work ate
additional eat to the.-ter.
Live stake are to be dormant (cut fall or winter). and either gathered locally or purchased from a
comnaeirl supplier.
gallalkNPremrnuan
• Stakes must be freshly cut with side branches removed but with bark in tars
(aware that the bank is rant stopped during the cutting prepamim, or install.ton of the
stake).
• Comings are to be collecedailing . saw no, a.
T).
One end must be cut at an gl fa' inscrtion into thmoil. and the other must
be cu squire for to Ping.
• Cuuingsm at be kept fresh and moral prior,. iaulimion.
• Cursing, ..at be prepared from 0.5 to 2-inch diamda awak andapp-,nmtely
2 as 3 feel in length.
Imtalhton
damn stake the vane day they are prep.rd.
• Start the installation nearest to the suet and work up the bank/flodplbn.
• Cuttings must be installed right side up with the buds pointing upward,
• Cuttings should be umpd into the ground at right angles to the slope and
angld duwn.aream
• They era to be tampd Deco oche grpud for approximately 415 of their lenghh.
• Catalogs that split a become"mushroomd"must be epecd.
Stakes xa. be spaced at such that there m 2 sea mite per sgasreyard.
Sutra should be installed in a random coNigurtion to prevent gullies and promote a more
nawmI eMct in the revegeaed.,ran, (See NOTE)
U-muictdbi elan Buda
Dve Slake Percent C.ceriAtiun
Comas amoer-fi ilk,d-.-d) 25
Pa Iur oWOda cotmnw.od) 0-25
Sidi roc black will.wl 50
wood) 1 0J5
RmrgN.d RI u ten Rube,
Use Stake Percent Cumowitnon

Comas oamosam(sdky dogwad) _
75
Smduevsmmaknna(dd., b U)
?5
FILE: N:\PN\o117R500p\OaC\Ab-9AA\IB-SEFrOR.ONG
PFR66AN9M' SEEDING SPECIFIC.NTIONR
Fur disturbed areas imde the cmrtnxii.. uwanai
Seedbed
On aimswhere equipment ten be operated safe] y, thc,ecdbed dull be ,kqudely leaeemd.
Diskirry mull be m.,kd in areas where soil is computed Swap banks shall require roughening,
either by hand scanfyrnet a by equipment, depending on silt conditioner ErylineenProjecl
Manager will determine condition needs onside. If seeding is done imneMatdy folowng
cuwtuction, seedbed plepmnaliun may not be required except an eomparad, polirhtd or Ihrhly
ewarcas, Upermamnt seeding is performed in coni'nction with temporary seading,nxdbed
pepaution mdy mart to be e5eumdmme.
Pe- mt Seed,og
A riparian seed tun st Useale mf'a He per I,OWU q ft or 10 lb, per ace rhell be wed (at selling.
The fallowing table lint herb(mw, permmentse.l mixture labeled "rip.rlan seed mu"
(Cdlmmnn Nana' - : .Sd'fngnrWme. x
Rice Cu Om.t _
Lwraia-d, 5
Soft Rush J.- ,- 10
-
Daemon w Pon NUmdmdesnrem 20?
Switch to Pure-, viraaum 50
Lonwead V.-oea avebo-mans 5
Swam SuNlnwer Helimrlms ten n.lina 5
lee Pve Wecd Euatmiumfiuafwum 5
Nods pwmmart ground tore Mel be established m tP disturbed wean 11Nb 30 a"ng day. or
120 eoleda day. (ankh-eves h ahatr) ldloahg emmplatlen of canalna.llc .
Trout' (Ban root)
COmOpalBm; No mat in- 251 or any ant .packs
Bataan niga (river bash)
Orwpsro. rgIlma (pnbunm)
Fmmue pesmylwnica (gown aal)
H.I.M. ecrdblma (avreel)
Ny.w ylaelde (bl.d,qum)
plants a, occdentall. (.y clim-)
Shcx ndgra (block Nlaa)
Shrub.' (Ban root)
Class-action , No morer than 201 of my we so
Armlo arbutmok (rd chaxbrry)
A.Ynlaa Wotan (comma ".Pa.)
Cdxmtha, aarKU. (..col-show) ,
Carew amanum (.Iky do0aood)
Caylus ornwlcao (hand-nut)
Namamali. rkiinew (.Nch-ha•al)
SSmplaos Uncles. (ravel leaf)
Vbumam a resdddes (yAtlr.-rd)
X-ther,a .1npllciesimn'(yelln.-rout)
Shmtel (Ban root)
Cyppmaglpp; No tor. then 301 of may ant yrle.
Anus trMato (lag alder)
Coma. nwmum (day daq.oad)
%entharhim Implid- (y.11-rat)
1. Reommwdd NaUw Rant Swdw for Stream Restoration in North Card'ns. Karen Hall,
NC Steam Rwlaalle, Institute NCSU January. 2001
Starting mutter.
Spee.. Rate (b/ovQ
Rya (Surd. -ale) 5O1 120
Brownlee, Millet (Pmkum romowm) 70%
5.4 ammdmenla
Foil., rseammandetime of .d test. or apply 2000 Ib/acre grand'
ngrkulturcl lanwlane and 750 b/acs. 10-10-10 lat,lar,
gulch
Apply 4,000 iii straw. Mena atroa by taAkg alb esphelt n.tlFg,
mulch ancharng tad. A di aith bodes met n.mly e"ighi can be
wad a a mulch mmoMg led.
uadten-el
R.f.Mlae II growth is not fully adeeude. Rested, nhdiiz, and mulch
6 ddatety Waning woekn or other damage.
Not. Wand tour areal be ertabllmed an exposed lapse althk, 30 .comp days fall-irl
eandrlan ill any ph... of qr.di.q.
4ge:p¢f
?gCrA?
C -
Bi'' q d ? g ..aa ( q {
'A
I {4.
FEB 2, o ?ow
DENR-r`ile!E ROn;tvjI i
tNE iI A(?I)?A? p 3TiJK;?WARR RFAP!cH
PREPAM In THE OMCE CF: CUENT: "„ C.O„s -2-10-0] PIeO F.GI:
NCDENR
Kimley-Horn EEP 111`1 j%?:?: "? COUNTY LINE CREEK
e :• SELL -1 = NTS
HENDERSON COUNTY
ET.nd-nmat w.mna, and Associates Inc.
Q
tognhw rlth tla euween andig,. merld nwm, an Wtmmnl dweek Ir Ftndd dy fa Ina VerMt pampa. and char roc aNkh a w. rested Rwu GASpn? ) a We do mans, .lthwl nllran MhwNeolkn ad complellm by XYnlrrN" and antedates, Me than be .Waal Robwy la XMHy-Nom and Aeeo6stes, Me. la0BOX.3.? ' , ALay N CffrH ( AROLM V r"•m VEGETATION NOTES lmlty-Hen and A sed.tn Ina, 2001 PFpNE (BSD) 677-2000 FAX, (9A) 6/!'2050 qhy 01179500A 6 or tl
VEGETATION PLANTINGS
U.... tricted Riparian B.IT- (Ares cansida of course play) LiWe o, no trams-a ce accept
for h-rd reduction to diseased or riving treat and shmbs. These areas should be replanted
to march the spacing requirement below.
Restricted Ripiartao Buffer - Area within course play will be managed based ten the
maintenance guidelines established in the mitigation plan. The ueachm are disturbed for suenm
repairs or access should be replanted pet the plea and specifications.
WIRE ROOTICUNTAINERIZED VEGETATION:
I.Gmeral;. In order to reestablish vegetation in restoration areas, such as
bankfull scathe, and glop., barefoot vegetation will be
planted rya shown on the plans or required in the Special Conditions.
?.Materials:
a} Initial vegetation material will be provided by the contractor. The contractor is
responsible for correctly installing and maintaining vegetation material.
b) Vegetation material will consist of bare root trees anllor shrubs. V'egeutionmbe
insulted in areas shown on the Vegetation Plan labeled "Unre trkbd Riparian
Buffer" is listed in the "Unrestricted Riparian Buffer Vegetation last".
Vegetation to be installed in areas shown in the Vegebtiaa Plan labeled "Restricted
Riparian BuBa" is listed in the "Restricted Riparian Vegetation List".
3.1imparstion:
a) Planting shall take place mwinur Immediately fallowing delivery to the project
site, all plants with bare mna, iftmt promptly planted, shall be heclcd.in in
onstwity moist soil or sawdust in an acceptable manna corresponding to generally
accepted horticultural practices
b) While plants with bare routs tee being transported to and from hecling-in
beds, or are being distributed in planting beds, or arc awaiting planting after
distribution, the contractor shall protect the plant, from drying out by means
of won cmva, burlap, or straw, or by other means acceptable to
EngincerlProject Manager and appropriate to weather conditions and the
length of time the roots will remain out of the ground.
4.LWllatim:
a) Sail in the area ofshrub and treept,,ungs shall be loaenedto a depth ofat kact5
inches. This is nemsary only on eompamed soil.
b) Bare most vegetation may be planted in hole made by a mattock, shovel. or other
m approved by EngincarProjal Manager. Roobamic shall be planted in s
vMieal position with the mot calla; approu-taly th inch Mow the soil surface.
The planting trench or hale shell be deep and wide enough to permit the mote to
spread out and do- without J.muting. Thoplant star shall remain upright.
c) Soil shall be replaael around the planted vegetation and lamped a round the shrub or
tree firmly b eliminate air pockets.
S.gpacing
The following spacing gadelin.ofmcaad shrub and teees arse provided in the
fallowing table
'l.pf i5pa)Ingrya*Plan. Aag.w, Total+-
per 1,000 rgit - Per I,- "ft
?Sn. tea ur<s ?uem rouq aB a.15 15,025
6. Protection
Aft newly planted shrubs and trees shall be protected with 4" diamcter (30" min,
height) tree protector tuba with bembon or wood stakes fa suppaL
' LIVE STAKES
Live stakes are to be initiated only on expected or regarded streambanks (area maned tic
emmed) to ba dUall elevatia of the d.ignedstmam. Tho smka arato be inerallcdat a dmdty
of . too live stakes per sq..'cyard The species to be used for live eking are listed in the
Q (allowing Specie Liss The Supervising Engineer reserves the right to reject any%takci' that do
=
twt-L the
orenlionsd aittriw The Contractor shall replace rejected work at an
additional east to the owner.
Live stake are to be dormant (sus fall a winter), and either gathered locally or purchased from a
N conmereial supplies,
Collealon/Prepa-lion
(A Stakes most be freshly cut with side branches removed. bon with bark in tae
O (eaare chat the bark is trot stripped during the rutting, prepoalitn, or iatallacion of the
Co aka)
N • Cuttings arcbbe collected uingasaw (not an ax).
Once end out he cal at an angle fa imeN oninto the soil, and the other must
01 be cut sgwre fa tampon
\ Cowing. moat be kept fresh and moist prior to installation.
Crdings most be prepared from 0.5 to 2-inch diameter stock and approximately
2 to 3 fa. in length.
Q]
Installation
• install sokcs the same day they we prepared.
• Stan the installation nearest to the scam and work up the bakrpodplain.
? Cuttings most be installed right side up with the buds
pointing upward
,
Carlinp should be camped into the pound at right angles to the slop, and
angled downstream
01 They tee to be rampal ins she goad fw apprainwtely 415 of their length.
• Coning. rind split ce b......tIncensed" must be mplacd
s Stakes ere m be spaced at such that there we 2 to 4 xtakes per squara yard.
Stakes should he installed in a rand- conirguruim to pr-t gullies and promote . mom
rn asaal effect in the ro-veg.amd area. (See NOTE)
Unrestricted Ri a ten Buller
Uve SUkn Per cent Compositim
Camua raw bitk dogwood) 25
dala cdtanwad
M 0.25

at black wigowl
t, _
50
vib-cm, .MaNpm arrow weal 0.25
Restricted Ri urgun Ruffs
fiat Stake Paanl Cumwsition
Camasuwtas.. Odky ci 75
Sumba- maaknsis(eidee berry) 25
FA(: H:1PN%011795006\pwG%AS-&JkTS\AB-1,CG-0[gMIC
PFRAfANFNfT SF-EBING SPECIFICATIONS
For Jismsbcd area inside the eumuuctim casomens
Seedbed Pmnamti
m
On aim, where equipmenl can be operated sickly, thescalbod shall be adilqualilly:caencd
Dieking shall be needed in arm where al is comysuad Stecp batiks shall require mughtang,
either by hand anatfyhg or by equipmank depending on site eunditiua, EngineonFeojael
.kfaager will detamlina condition neadv entire. If scaling is done immdialoly following
maw"iob, scedhd preparation may, al be required except on uampsaad, polished or fntbly
ca areas. Bpeaomml seeding is performed in cogiMxlion with temporary adadlng naedbed
preparation only aeda to be executed once.
Permanent Salta
A riparian aecd mw at the tab of!4lb per I.OW sq ft or 10 lb per .,to hull be cited fa ceding,
The following lablo lira habncmus, pemonawsnd anisette labeled "riparian sad mu'
rCdmraan amt '. .Sdan80eNaWe b'-'. "-
RiceCar0- Leenia-ciea ]
Soft Rush Jan.,, user 10
Da.amn u, Paacum sJmwesdnam ]0
Switch ses Paaner theta. SO
bonwced Varoraa noaAwaamts ]
Swat SunEnwer Helimdlmsm fi liua ]
la Pvc Wad Eumrarn-Anvlaum ]
Nola Permanent grand cover shol be "latlinb m all dptwbed ora ra within 30 sofkk g days a
120 calendar day (which-tar Is shorter) following comisatim of construction.
Tr"e1 (saw amt)
Gpmpahllm; Nat maw than 251 of my we p"Ma
Salute nigra (river bkdt)
Waspy" vIrgMlan. (prsahwnan)
FmAae p...,I-kg (gran oath)
Haeslo ewolnlera (0-bell)
Nysea ayadca (bl'sk9um)
plant- aecn"tala (Swann-)
Sala ntgra (black saes)
Shrub., (laws rat)
Ge,9paltagn- No we than 201 of any anal peclea
Arms emulualo (red tlrakebmy)
Asknne naoba (aommm pcp..)
C"ycmlha naidus (w.at-Ow b) ,
' Canter ananum (sly dg.-d)
C=zarianc (hazel-nut)
NamamNn Nrtjnlena (wlteh-head)
Symplaen Unclad. (neat Isar)
Nkamum wa"n"d" ("e"Zcd)
xmthwlza la plici"Ino'(ydla.-amt)
Stmbst (Ban tent)
CombyIBfG Me more than 301 of my me coda
Moe srrulato (lag alder)
Camur -am (say d".-d)
Xmthamizo 0,01ciseme (yMlas-rest)
1. Recommended Nat'" Plant Span" for Stream R"taraum in North Carolina. Koren Noll,
NC Stream Ratadtbh Institute NCSO J-uwy, 201
PREPARED 11NC 0MCC M

-4 Kimle
-Horn
O; y

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Inc

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mml logcn« with the nempl, and daslq,s pry,red n«rn, " m "Mks Ie
Nlnab my far the pe"A, wac
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and dint
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kNr ap« rNVnm TIM daamrrl wl and aabm", nor ucY be wideat ItaMty l xk"eyNmn and A"aciatq k.
a P.0.. BOX 33M RALHOK NO" CARCLM 27636-3M
t xlmey-Hem cod. Awotlala Ina, 2001 PHONE (M) 677-2000 FAX (V1 Un-20M
NCDENR
EEP
VEGETATION NOTES
Sang mnturw
Spai" Rata (lo/oar)
Rys (Sc"e Grade) 301 120
Srountap MIllst (Pmlam mm.-) 701
Sol ammdmnb
Fait. rsanandallmr of fog tats a apply 2000 Ib/wry ground
agrleaft.m, l;. am, and 750 b/care 10-10-10 ie,111-
Mulch
Apply 4.000 n/are steal. Mena otras by fodthg with mph"L ntttng.
mulch mrnang toot. A di .0 Mode "t nerdy str.*t an be
I, I cad o. a mulch anmoeng tool.
tbnrwmnce
I'-etut if growth 11 not Fully do Raab, refertilize and match
hxnbratNy IdloNng rabn or color t dwnoq.
Note: Gerund cover she be established an eepotad slopas within 30 waning days fdlasng
cmap.tim of my pha" of grading.
a-+ k a
FEB 2 0 2006.
e
C7ENR - WATER QUALITY
ETlANCSANDSTCRM'WATER 6RAACH
ottiip:..he
NTS COUNTY LINE CREEK
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3FAl y': i NA
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5/8" REsAR 0114TRGL POINT LOCATED AT BLUE TEE
NAD 23 N - 6755,441.51180' OF 12TH HOLE
NAG 83 E = 932.4183.2+092' REPAIR BY HAND
NG4D 29 ELEVAAON = 2305.59' P9 [ADD CLASS I RIP RAP
BEHIND FLOW ROCK]
6P 0 +00
REMOVE ROCK VANE
INSTALL STEP POOL STRUCTURE
(SEE DETAIL)
REPAIR ROCK VANE
STRUCTURE (SEE DETAIL)
9 U a 1. 1. a r
Xus Mu rowsv - CAROLINA quirt
NgiM CAAIX.WA
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\-5/8" REBA;t CONTROL POINT
7 s a 1«
NAD 83 4 = 533 2.1,27789
a P n ' ?' ?V f j tid ?b
%
NAD 8, E = 932907./9324' BUNCOMBE COUNTY x bf E
NGft) 29 ELEVATION = 2293.81' 1•g g T "; '.Q °
IT x \ ° FEB 0 ?-
?? f ??\ DENR - WATEf rn
A f ADSANDS?Q
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LEGEND ?. ?" • 8
a W
f?, N1i 1R4L X W
a =
0 IRON MARKER FOUND PROPOSED ROCK CROSS VANE \ f 9k00 w
0 IRON MARKER SET W
V)
--
® STONE FOUND
EXISTING ROCK CROSS VANE f? ?X - E 0
[] PK NAIL FOUND \
® POINT +
0
EXISTING LOG VANE l
4D PK NAIL SET
© CONCRETE NAIL SET ?. EXISTING ROOT WAD
Q X O
MAG NAIL SET
CONC. MONUMENT FOUND -E- NCEEP EASEMENT \ f A also Q
¦ CONC. MONUMENT SET - - - AS-BUILT CENTERLINE ?
CONSTRUCTED RIFFLE r-? __1= E _ `. L Z LLJ
RESTRICTED BUFFER
BANK REPAIR TO BE REPLANTED IF DISTURBED J
®
UNRESTRICTED BUFFER U
TO BE REPLANTED PER F-
_- VEGETATION NOTES, DETAILS Q
AND SPECIFICATIONS <
TOPOGRAPHIC SURVEY PREPARED BY WK DICKSON
PREPARED IN THE OMEF OF: CUENL NCDENR 2_1a03 PROJECT.,
Kimle Horn
- COUNTY LINE CREEK
y_ EEP °''e•°`"`'ti'' ° 1 30
and Associates, Inc. TITLE:
- Z& SEs HENDERSON COUNTY
al wd iop. rdbn., m Mb d.a,mmt'"Xxwt wllln wb,ei[alim and .d.plollu 1, I(4M.r-xam er,d Amtla?.,, Nt Mtl b- -wt 1b 4 to XW- -- and A-WIl; IM P,O. BOX 330QB - RPIEOFI NORTH CAROLNA 27R16-1088 ,, ..
N- d? 1w WcA X .m a?a. 2004 MAINTENANCE PLAN ?A,: ??; .?
c.uriT? XMd,?Xw, .,d Am t- i°a mm PHONE [phone]
FAX.- (M) 877-2050
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5/8" REBAN - :"ON iROI POINT

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1 ?+
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NAD 83 = = 933753 E221'
2212
19'
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=
.
N VL 29 CLEVA
11+00 f'
_ 13+00
14+00 15 .00

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12TH GREEN

LEGEND
0 IRON MARKER FOUND
• IRON MARKER SET
B STONE FOUND
PK NAIL FOUND
® POINT
PK NAIL SET
© CONCRETE NAIL SET
QQ MAG NAIL SET
Q CONC. MONUMENT FOUND
¦ CONC. MONUMENT SET

® BANK REPAIR
(GRADE TO TYPICAL)
-E-

REPAIR WITH CLASS B
BACKFlLL PER ROCK
CROSS VANE DETAIL.
PROPOSED ROCK CROSS VANE
EXISTING ROCK CROSS VANE
EXISTING LOG VANE
EXISTING ROOT WAD
NCEEP EASEMENT
AS-BUILT CENTERLINE
RESTRICTED BUFFER
TO BE REPLANTED IF DISTURBED
UNRESTRICTED BUFFER
TO BE REPLANTED PER
VEGETATION NOTES, DETAILS
AND SPECIFICATIONS

J

3 J
Q
REPAIR ROCK VANE
PER DETAIL WITH
CLASS B BACKFlLL Q
.
REPAIRS TO BE <
F_
DONE BY HAND

w1
.
LO1 93
xm,N rsnnwa 0
LOT 90 a
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CONSTRUCTION ENTRANCE GRADE PT. BAR
TO DETAIL) TO 7:1 SLOPE
I r (SEE POOL TYPICAL)
GN?SP^N 1-6..0 1?kQ? Z?oomp,Q? ?gk0d
?r
41z
1
SURVEY PREPARED BY WK DICKSON
wv?w+.emwoH-..tumor.-ne.c
IAh Coammt. IogAnr dP No cm<rOb ok dmbn, 9-tW nvda .. on In,lrunml d wN x
al anp ?ww Motu. w Wo 4-t •Itnwt Nttw wtIhaxalba ad ad,pk,tI- by XW. H.
tarim? plml-r_N oep A* 1-21 m?., 21001
PWAROO IN ME CFPCE OF; CLIEN
7/30/04 .9K Kimley-Horn
- -.1 .-L r and Associates, Inc. R
e pwpau aM diw: for •hl It n,Wv- Rwot
s. A,,mt Ibmlip ,, R4n,F-Nem -1 .,,o<bu., .? P.O. BOX 33068 - RA MGK NORTH CAROLINA 27836-9088
PHONE-: (9p) 677-2000 FAX (919) Gn-2050
z Z/' IV
L0? ? ?P

FEB 2 Q ?006
DENR - WATER QUALITY
WETLANDS AND STO MWATER BRANCH
NCDENR
EEP COUNTY LINE CREEK
caa yp? yr°; NTS
HENDERSON COUNTY
2004 MAINTENANCE PLAN ?1. M.?-

C1
O

x
?
o ADD CLASS B & A
RIP RAP TO RAISE
GRADE APPROXIMATELY
1
o
\
C1
X 0.8', BETWEEN LOG
AND ROCK CROSS VANE
O
? REBUILD
ROCK CROSS r
f :
VANE (SEE DETAIL) k/
t

r ??? y ? 11 ) E O/

9
LOG GRADE CONTROL
h/ (ADD BOULDERS ON
DOWNSTREAM SIDE
AS A SPLASH PAD)
12
/r ADD BOULDERS TO `E?rt
FORM ARMS AS
SHOWN IN ROCK h ?N \,? ,.,ter ?ig0
r VANE DETAIL
`-GRADE STREAM BANK
TO TYPICAL, ADD 4'
35 BANK FULL BENCHES /
r lz
?
'M1
0.

REBUILD ROCK CROSS VANE
(SEE DETAIL)
WW R M7-n
NORM CAROUNA
LEGEND
0 IRON MARKER FOUND
• IRON MARKER SET
B STONE FOUND
Q PK NAIL FOUND
® POINT
PK NAIL SET
© CONCRETE NAIL SET
MAG NAIL SET
CD CONC. MONUMENT FOUND
¦ CONC. MONUMENT SET
Ilk CONSTRUCTED RIFFLE
® BANK REPAIR
C
? g
-E-
ADD 5' BENCH
AS DIRECTED
11
REMOVE & DISPOSE
OF ROOT WADS
RESHAPE BANK AND
ADD BOULDER TOE
PROTECTION AS
DIRECTED BY
ENGINEER
F 2'
?? y
DENR
WETIA,NDSAv-
PROPOSED ROCK A-VANE
PROPOSED ROCK CROSS VANE
EXISTING ROCK CROSS VANE
EXISTING LOG VANE
EXISTING ROOT WAD
NCEEP EASEMENT
AS-BUILT CENTERLINE
RESTRICTED BUFFER
TO BE REPLANTED IF DISTURBED
UNRESTRICTED BUFFER
TO BE REPLANTED PER
VEGETATION NOTES, DETAILS
AND SPECIFICATIONS
SURVEY PREPARED BY WK DICKSON
PRUAM IN ME anCE OF: CLIENT: ~i-10-03 PRO.ECT:
NCDENR OAR
Kimsey-Horn EEP >*..m '?= '° COUNTY LINE CREEK
RENSEO PER SIZE WALK ON 7/27/04
7/30/04 dX Ww SEAL
, °' N,s
TITLE
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and Associates IncTITLE
HENDERSON COUNTY
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