20050859 Ver 1_Complete File_20050516

MEMORANDUM
TO: John Dorney Regional Contact: Kevin Barn
Non-Discharge Branch WQ Supervisor: Ramer Ed
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Buncombe County EWP -Pole Creek County Buncombe
Project Number 05 0859 County2
Recvd From APP Region Asheville
Received Date 5116105 Recvd By Region
Project Type EWP
Certificates Stream
Permit Wetland Wetland Wetland Stream' Class Acres Feet
Type Type Impact Score Index Prima Supp. Basin Req. Req.
NW37 Stream O YO N F- 6-76-6 F -c-F-40,302. F__ 550.00
Mitigation Wetland '-
MitigationType Type Acres Feet
r-- r
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y pQ N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 353427 Longitude (ddmmss) 824109
Comments: Awaiting ltr to fill in approved project
Issued out of ARO - KHB - 05/19/2005 details -
Dbase updated w/ apprvl date only _
L Dennison -
cc: Regional Office Page Number 1
Central Office
Triage Check List
Date: 5/19/05 Project Name: Buncombe County EWP, Pole Creek
DWQ#: 05-0859
Kevin Barnett, Asheville Regional Office County: Buncombe
To: 60-day Processing Time: 5/16/05 to 7/14/05
a
Ito
From: Cyndi Karoly Telephone : [phone]
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: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
0.5-:085s
Qc???on??
MAY 1 6 2005
April 27, 2005
IERMRMDWATST FOR WAT R BTMRANd I
Rebecca Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Dear Ms. Newton,

Re: Emergency Watershed Project
(Stream Restoration)
CDC Project No. 10512
Please rind enclosed a. USACE permit application(Section 401 and 404), a copy of the
Landowners Access Agreement application, a set of 8.5x11 plans, and a USGS Map excerpt
of the subject site for your review and approval.
The proposed project is a restoration effort in conjunction with the Emergency
Watershed Project to rebuild and stabilize various locally damaged streams to prevent further
erosion control problems to existing property and structures. Restoration with these projects
will consist of minimal streambed disturbance, debris removal and stream bank stabilization.
In an effort to be in construction as soon as possible and not jeopardize the funding for
these projects, we appreciate your expedited review of this application. We also welcome
comments by phone so that we can address your comments quickly and get into construction as
soon as possible.
Please call if you. have any questions or desire any additional lnforination.
Sincerely,
r
r r,- )?r .?, ?
Christopher.S. Eller, PL
Civil Design Concepts, P.A.
Cc: Kevin Uaruett-DWQ
Cary Iliggins-Buncombe County
Dave McHenry-North Caroliuu Wildlife Resources Couuuission
S:\ACAD\10512\Docs\Ru27ApW5.doc
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
Office Use Only: Form Version March 05
DWQ No. 060869
USACE Action ID No.
(If any particular Item is not appucaolc w uu?i PIVJ?,?y lJ--1 .-..Vra.-_
I. 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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 37
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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
Owner/Applicant Information
Name: Buncombe Count
Mailing Address: 44 Valle Street
Asheville NC 28802
Contact: Gar Higgins
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: GaI .Hi Tins buncombecount .or
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: Mike Lovo PE
Company Affiliation: Civil Design Concepts, PA
Mailing Address: 200 Swannanoa River Road
Asheville NC 28803
Telephone Number: [phone] Fax Number: [phone]
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: Buncombe Count EWP project
2. X.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 960814-44-1299, 8697.07-58-8823,
9608.18-20-9950 8698.19-72=3447 8698.15-64-8311
4. Location

County: Buncombe Nearest Town: Candler
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): refer to sheet C1 of each
individual set of plans
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.) ow
Decimal Degrees (6 digits minimum): see attached table 1 ON
6. Property size (acres): Multiple - see attached Table 1
7. Name of nearest receiving body of water: Pole Creels
8. 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 htt )://h2o.enr.state.ne.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: All sites and the surrounding properties are currently used as
residential and/or agriculture. The streams and stream banks were eroded during Hurricane
Frances and Ivan. The streams are partially stable but need some minor grading and erosion
control measures to fully stabilize the banks.
Page 6 of U
10. Describe the overall project in detail, including the type of equipment to be used:
The projects will all include using a small track hoe to either slope the banks back or to place
large deflector stones in the stream just above the bank fiill in most cases to have something
to backfill against Dump trucks will be used to bring in backfill that will include a .sandy
clay loam and rock inixture that will be compacted in lifts. The large deflector stones will act
as a bench to backfill against and as toe of sloe protection. For some sites existing fallen
trees will be used as root wads to protect the stream banks. The large deflector stones will
also be used to stop undercutting and erosion in areas where tree mots are exposed on the
stream bank.
Unwanted wood debris trash and materials will be removed from the streams and stream
banks using a track hoe where necessary and by hand where ever possible Any trees that
have roots still embedded in the stream banks will be left in lace and cut back to about 3' 5'
tall.
There will be a culvert that will need to be lowered for site #31 The culvert will need to be
removed and replaced at P below the stream bottom to allow the stream to flow easily thru
the culvert Then backfill will be brought in with a 15 ton dump truck and put in place
against the culvert A small concrete hatch will be done above the culvert to replace the
driveway that went over the culvert.
All the banks for each site will be re vegetated after construction. This will include using
hand rakes to get the banks read to accept seeding, A Standard Rl arian Seedin Mixture
will be used as permanent ground cover along with German Millet seed for temporary cover.
The mixture of seed will be spread and immediately covered with a coconut fiber temporary
erosion control blanket that will be installed b hand to the manufacturers' s ecifrcations In
some cases Streamco Willows will be brought in and planted. b hand after the above has
occurred for extra stream bank protection.
At all times contractors will use extreme measures to minimize impacts to the existing
streams At no time will work be done without the proper erosion control measures in place
,___ ,,_. ?.,?.•, ?,,,? ul,n have n evious experience
working with streams and erosion control.
11. Explain the purpose of the proposed work:
To prevent further erosion to stream banks and to aid in getting the streams back to an
equilibrium state.
Page 7 of 13
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.
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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts:
Stream bank stabilization debris removal culvert replacement, and re-vegetation
Individually list
2 wetland impacts. Types of impacts include, but are not
.
mechanized clearing, grading, fill, excavation, flooding, ditching/drain age, etc.
se aratel list im pacts due to both structure and floodin
Located within Distance to
Wetland Impact
Site Number
Type o
f Impact Type of Wetland
(e.g., forested, marsh, 100-year
Ploodplain Nearest
Stream
(indicate on map) herbaceous, bog, etc.) (es/no linear feet
N/A
Total Wetland Impact (acres)
limited to
For dams,
Area of
Impact
(acres)
Page 8 of 13
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. - Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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
1--'.'v 1111, t1, than divide. by 43.560.
111UJ1 U r, 11111UUGU.
Average
Impact
Area of
Stream Impact
Number Stream Name Type of Impact Perennial or
Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact linear feet acres
Stream bank
25 Little Pole Creek. stabilization and Perennial 10 150 .03
debris removal

Stream bank
33 Pole Greek stabilization, and Perennial 15 100 .01
culvert replacement

130
Bryson Branch Stream batik
stabilization Perennial 12 50 .01
Stream bank

134 stabilization and Perennial 13 100 .02
Pole Creek debris removal
Tributary to Little Stream bank Perennial 13 150 .02
181 Pole Creek stabilization

Total Stream Impact (by length and acreage) 550 .09
5. Individually list all open water impacts (including takes, ponds, estuaries, sounds, Atlantic
ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc. .
Open Water Impact Type of Waterbody Area of
Name Waterbody Type of Impact (lake, pond, estuary, sound, bay, Impact
Site Number (if applicable) ocean, etc. acres
indicate on map)
N/A
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resul
Stream Impact acres :
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
from the roject:
09
See above
Page 9 of 13
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation play 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 11 be of N do wlide
Permits, published in the Federal Register on January 15, 2002, mitigation required en
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,
trout pond,
Page 10 of 13
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 NCEEP 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•//l12o enr state nc us/newetlands/stmigide.l.itml.
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
Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the. application process for the NCEEP, check the NCEEP
website at http://h2o enr state.ne.us/wy /incle? .litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
Page 11 of 13
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A'NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No ?
2. If "yes", 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 multi liens.
Impact Required
Zone* , f f+ Multiplier Mitigation
1 3 (2 for Catawba)
2 1.5
Total I I i '
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or .0260.
Page 12 of 13
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
storinwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Very little existing impervious area on any site and impervious acreage will not change
No heavy equipment or machines nor anything that will pollute the storm water will be stored
in areas that could flood
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.
Portable facilities will be provided on each site
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
11ttp://h2o ens state nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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
6
V • N
Applicant/ a is Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
AFFECTED PARCELS
BUNCONIBE COUNTY, NC

MAP ID PIN
OWNER

__...
PROPERTY SIZE (acres)

..._ . ._v......_,
ADDRESS

...., I
CITY
STATE
ZIP OO
GRID COORDINATES

130 8697.07-58-8523
181 9608.14 44 1299
Ruth Hams and Charles huykendalt Marc
us Jamison 7.25

21.70 743 Justice Ridse Rd

111 Pete Luther Rd
_ d......?. ??_. w n.. Candler

Candler NC

NC 28715
--
28715
?_ Lat 35°33'30" .

Lat: 35'34-27" , Long: 82°42'48"

Long: 82°41'09"

25 9608.18 20-9950
Ruby Pless 0.50
_ 20 Brooks Cove Rd
_ ._....,.. . _. __ Candler NC 28715
__ Lat: 35'33'53 ' , Long: 82°41'23"
134 5698 19 72 3447
Sher an Blake
1,24
61 Hookers Gap Rd
Candler
NC
28715
Lat 35°34 07" ,
Long: 82°42 32"
8698.10-64-8311
33 Margaret Hvde 125 129 Hookers Gap Rd Candler NC 28715 Lac: 35'---4"-?5" . Long: 82°42'39"
klh`
Co'., 12?r, IV6 02 517 IS--
S ; +e- A- 130
PERMIT FOR EMERGENCY WATERSI ED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe Count and the Buncombe
ents to enter upon our land for the
Count Soil and Water Conservation District and/or their ag
purpose of repairing the flood dama e of stream channels and stream banks in the
watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
in or inspecting maintenance of the emergency works for the period of 1 year from the
maintain g
om letion. Work areas coveted by this permit are sketched on the reverse of this form
date of c p
or on an attached sheet.
Steed
Date
S ign-ed
Date
I- D5
5A =H- ?S
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
r• L? watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
ed
Sin
Date
Signed
Date

PERMIT FOR EMERGENCY WATERSIiED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.

Signed
Date
l- Ac? -0?
Signed
Date
i Ce

S j?e#13K
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe Countv and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
P (e G't dz- watershed.
This permit includes the right to spread, soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Signed Date Signed Date
_ J

PERMIT FOR EMERGENCY WATERSHED PROTECTION (E WP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
e??P watershed.
This permit includes the right to spread soil, remove and dispose of debris., install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion.. Work areas covered by this permit.are sketched on the reverse of this form
or on an attached sheet.
Sided Date Signed Date
?2r
??
?Alxl
?
BUNCOMBE COUNTY
EWP PROJECT
RUTH HARRIS AND
CHARLES KU YKENDA L L
PROPERTY
743 JUSTICE RIDGE ROAD, CANDLER, NC 28715
PIN: 8697.07-58-8823
BRYSON BRANCH
BUNCOMBE COUNTY SITE NUMBER: 130
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Location: 035° 33' 15.5" N 082° 41' 54.5" W
Name ENKA Caption' Ruth Harris, 1.E
:Scale 1 inch equals 2000 feet
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DIRECTIONS:
- FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) - TOWARD W ASH EMLLE/ENkA- CANDLER.
- TURN RIGHT ONTO US-74 ALT/US-19/US-23. CONTINUE TO FOLLOW US-19/US-23.
- TURN RIGHT ONTO DOGWOOD RD.
- DOGWOOD RD. BECOMES MORGAN RD.
- TURN SLIGHT LEFT TO STAY ON MORGAN RD.
- TURN RIGHT ONTO JUSTICE RIDGE RD.
- END AT 743 JUSTICE RIDGE RD.
AERIAL PHOTO FOR:

RUTH HARRIS AND

LES KUYKENDALL
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200 SWANNANOA RIVER Rd.
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ASHEVILLE, NC 28805
PHONE[phone]
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Environmental

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HAR CIVIL DESIGN CONCEPTS, PA
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SCALE NOT 10 SCALE
DOWNSTREAM VIEW
INSTALL DEFLECTOR STONES AT
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INSTALL DEFLECTOR
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STREAM DAMAGE REPAIR FOR: rIM?
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AND RE-VEGETATE TOE OF SLOPE AND BACKFILL TO
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EXISTING TOP OF BANK
STREAM DAMAGE REPAIR FOR:

RUTH HARRIS AND 200 SWANNANOA RIVER RD.
ASHEVILLE,NO28806 Environmental
[phone]
(CHARLES KUYKENDALL F 182
Ax 1828)252-6386 Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY '`
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www.chlldasipncnncnpis.com

SCALE
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DOWNs*rREAM VIEW
STREAM DAMAGE REPAIR FOR:
RUTH HARRIS ANC3
CHARLES KUYKENUALL CIVIL DESIGN CONCEPTS,
PROPERTY
200 SWANNAHOA RIVER RD.
ASHEVILLE, NC 28005
PHONE [phone]
FAX [phone]
w.vw.clvll d nslpnconcopls.com
Environmental
Services, Inc..
SCALE: NOT TO SCALE
UPSTREAM VIEW

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STREAM DAMAGE REPAIR FOR:
200 5WANf1ANOA RIVER RD.
RUTH HARRIS AI\IC) PHONE JLE,NC28006 Environmental
FAx?s2y?25z-5as5 Services, Inc.
CHARLES KUYKEIMDALL CIVIL DESIGN CONCEPTS, PA
CIVIL DESIGN CONCEPTS, PA
PROPERTY 1*1-k www.clvIIdeaIOnconcopls.c-
CALE: NOT TO SCALE TO SCALE
- PERMANENT/TEMPORARY SEEDING
UNDER EROSION MATTING

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` PROPOSED BACKFILL TO TOP OF
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SELECT BACKFILL TO
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HAND TAMP
ALL BACKFILL TO BE
SANDY CLAY LOAM AND EXISTING STREAM BED-
ROCK MIXTURE
CI{FILL AND BANK STABILIZATION DETAIL
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NOT TO SCALE
BACKFILL AND BANK STABILIZATION DETAIL FOR:

RUTH HARRIS AIND 200 NOA
C AS MLLE, RIVER AO.
SIIEVILLE NO 288(15
PHONE (828) 252,638b Environmental
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CHARLES KUYKENDALL FAK(626)252-5385 Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY 'W°?
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www.civildnaipnroncepls.com
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1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, INSTALLE FERTILIZER D WITH AND SEE
H. ANCHOR SIDETHEDOWN.
UST BE WHEN USING CELL-U-SEED DO NOT SEED PREPARED THE BLANKET IN A CELL-0-SEED (WIDE TRENCH ) E DEEPRrI0N 6 Ofd TF1E ) TREIJC
NOTE: H
2. BEGIN AT THE TOP OF THE30cm? OFY CHORBLANKET EXTENDED BEYOND THE Uf SL P
WITH APPROXIMATELY 12"
r APPLY SEED 1.0 COMPACTED SOIL AND FOLD REMAINING 12" (30crn)
BACKFLL AWITH A ROW ND COMPACT T E TRENCHTAFTERAPTAPLINCATELY 12 (,3o,,,,) APART IN THE BOTTOM OF THE 7REN
30cm APART ACROSS THE WIDTH OF THE BLANKET.
SIDE
PORTION STAPLES/ST S ACED APPROIXIMATELY 12«C( MPA) ED SOIL- SECUSLOF E ©ELANKDVER ET5 WILL PUNTROLL WITH WITH
STAPLES/ST
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE
PR YSTEM STAPLES/STAKES
AGAINST THE HE SOIL SURFACE ALL BLANKETS MUST BE SECURELY FA5TENED TO 501E SURFACE BY PLACING STAPLES 5T
GUIDE. WHEN USING OPTIONAL DOT S
'
PRIAO LOCATIONS AS SHOWN IN THE STAPLE PATTERN THE APPROPRIATE STAPLE PATTERN.
IN AP 5cm-12.5cm) OVERLAP DEPENDING
4. THE SHOULD EDGES BE OF PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING 1'0
PARALLEL BLANKETS MUST DE STAPLED NT, PLACE O THE A7 EDGE Q *--S' STNE OVERLAPPING BLANKET (BLANKET BEING
ON BLANKET TYPE. TO ENSURE PROPER SIAM ALIGNMENT,
INSTALLED ON TOP) EVEN WI1H THE COLOREO SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANK
DOWN SLOPE BE PLACED END OVER END STYLE)
5. CONSECUTIV OVEBLANKET RLAP S STAPLE DTHROUGH I OVERLAPPEDUAREA. APPROXIMATELY 12" (30cm)IIAPART ACROSS (ENTIRE PROXIMATE
3" (7 5.m)
BLANKET WIDTH.
15cm) MAY BE NECESSARY TO
'IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE IFNGTFIS GREATER THAN 6"
NOTE:
PROPERLY SECURE THE BLANKETS.
14849 HIGHWAY 41 NORTH. EVANSVILLE•, INDIANA 47725
USA 1-800-772-20 a0nagAN com 1-800-448--2040
EROSION CONTROL MATTIN_ AIL
-- NOT TO SCALE
EROSION CONTROL MATTING DETAIL FOR: 200 SWANNANOARIVER ND. Environmental
C PHONE (: (628) (tl28) 26 262-5388
FAX [phone] SQTVlCBS, Inc.
_ .-
RUTH HARRIS ANT]
CHARLES KUYKENDALL CIVIL DESIGN ASI 2BBtl5 CONCEPTS, PA ?--
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PROPERTY
SCALE: NOT TO SCALE
SLOPE INSTALLATION
OUt.A,
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EROSION CONTROL AND
RE-VEGETATION NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF THE NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE
SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDENR.
2. - OBTAIN APPROVAL THROUGH. ON-SITE. INSPECTION BY A REPRESENTATIVE OF
CIVIL DESIGN CONCEPTS.
3. - PROCEED WITH REMOVAL OF DEBRIS AND GRADING.,
- SEED DENUDED AREA IMMEDIATLEY AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND
4
.
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES
PER ACRE:
PERMANENT AND TEMPORARY SEEDING OF SLOPES AND PERMANENT STABILIZED AREAS.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
STANDARD RIPARIAN MIX 15 BULK LBS
GERMAN MILLET 10 LBS .
NAG S150 EROSION MAT OR APPROVED EQUIVALENT
FOR ALL SLOPES STEEPER THAN 2:1 ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LEIS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH. AT
THE RATE OF 1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
5. - INSTALL STREAMCO WILLOWS WHERE REQUIRED PER PLANS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS WITHIN 14 DAYS
OF COMPLETION,
8. - REQUEST FINAL APPROVAL BY CIVIL DESIGN CONCEPTS.
RE-VEGETATION SEQUENCE
- PREPARE SURFACE FOR SEEDING.
- SPREAD TEMPORARY MILLET AND PERMANENT STANDARD RIPARIAN MIX.
- FERTILIZE.
- INSTALL EROSION CONTROL MAT.
- INSTALL STREAMCO WILLOWS WHERE REQUIRED.
EROSION CONTROL AND RE-VEGETATION NOTES FOR: ?IYMW?YY

RUTH HARRIS AND 200 SWANNANOA RIVER RD.
88 5
Environmental
L ENO
SHEVI
C at"
CHARLES KUYKENDALL PHONE(828)262-
5388
FAX)828)252.5365 Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY r w .civildeslgnconceptc.com
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SCALE NOT TO SCALE ?,?/ fvJ

BUNCOMBE COUNTY
EWP PROJECT
MARCUS jAMISoN PROPERTY
111 PETE LUTHER ROAD, CANDLER, NC 28715
PIN: 9608.14-44-1299
TRIBUTARY TO LITTLE POLE CREEK
BUNCOMBE COUNTY SITE NUMBER: 181
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE NC 28801
[phone]
PREPARED BY:
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strar?ne
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
coc PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
http:llwww.clviid esianconcepts.com/
SCOPE OF PROJECT
BACKFILL ERODED AREAS
RE-VEGETATE BANKS CDC /017 NO. 10512
- INSTALL DEFLECTOR ROCK FOR TREE PROTECTION DATE. APRIL 13, 2005

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Name: ENKA Location: 035" 34' 19.0" N 082° 40'30.3" W
Nate: /1712005 Caption: Marcus Jamison
Scale: 1 inch equals 2000 feet
copyright (C) '1007, Maptech, Inc
DIRECTIONS:
FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) - TOWARD W ASHEVILLE/ENKA-CANDLER.
TURN RIGHT ONTO US-74 ALT/US--19/US-23. CONTINUE TO FOLLOW US-19/US-23.
TURN RIGHT ONTO DOGWOOD RD.
-• TURN RIGHT ONTO RHINEHART RD.
TURN RIGHT ONTO MONTE VISTA RD.
-- TURN LEFT ONTO PETE LUTHER RD.
END AT 111 PETE LUTHER RD.
AERIAL PHOTO FOR: 1
MARCUS JAMISON lCf*ft"*
PROPERTY CIVIL DESIGN CONCEPTS, P.
200 SWANNANOA RIVER FAD.
ASHEVILLE. NC 26805 Environmental
PHONE [phone]
FAX[phone]w Services, Inc..
www.clvl I do ulOnconceplu. com
SCALE: NOT '10 SCALE
STREAM DAMAGE REPAIR FOR:
UPSTREAM VIEW
MARCUS JAMISON jCt-ft-'%w
PROPERTY CIVIL DESIGN CONCEPTS, P
SCALE: NOT TO SCALE
200 SWANLIANOA RIVERRD.
AWILVILLE, NO 28805
PHONE [phone]
FAX [phone]
www. dv i W us I0uu nueP Lu. com
Environmental
Services, Inc.
DOWNSTREAM VIEW
a;
STREAM DAMAGE REPAIR FOR:
MARCUS JAMISON ICI
PROPERTY CIVIL
_` AS N RIVER RD.
200 A911
(l`?'W?Yyr.' EMLLEVILLE, IIG 28 28806
PHONE [phone]
FAX[phone]
IGN CONCEPTS, PA
v?ww.clviWnul(Inconcupls.com
Environmental
Services, Inc.
SCALE: NOT 10 SCALE
STREAM DAMAGE REPAIR FOR:
DOWNSTREAM VIEW
200 SWANNANOA RIVER RD.
MARCUS JAMISON ASHEVILLE2.6365 U5
PHONE [phone]H
FAX (tl2tl)25-63tl5
CQ*
PROPERTY CIVIL DESIGN CONCEPTS, PA
"1% www.cMideslUnaonceplu.com
Environmental
Services, Inc.
SCALE: NOT TO SCALE
EXISTING BANK 7
/PROPOSED BANK Cpl MAX 2:1 SLOPE \?`T ",
I s :r
WITH NAG S150 EROSION CONTROL
++t6 MATTING OR APPROVED EQUIVALENT i
I? 14 ,
EXISTING -
BANKFULL
EXISTING STREAM BED-
PERMANENT/TEMPORARY SEEDING
UNDER EROSION MATTING
BAC_KFILL AND BANK STABILIZATION DETAIL
NOT TO SCALE
BACKFILL AND BANK STABILIZATION DETAIL FOR: 0' 200 SWANNANOA RIVER RD.
ASHEVILI.E, NC 2061)5
MARCUS J /\ p??/?ISOh? PHONE [phone]
/1i? V, Y Cac FAX (828) 252•5365
PROPERTY CIVIL. DESIGN CONCEPTS, PA
?? www.clvlldxalUnconcepis.com
SCALE: NOT TO SCALE
Environmental I I
Services, Inc..
m)
I . PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30crTI) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF'STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDFH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALI. BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM' STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WFHI APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH"ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WTDI AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30crn) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15crn) MAY BE NECESSARY 10
PROPERLY SECURE THE BLANKETS.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
www.nagrnon.com
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTING DETAIL fOR:
CIVIL DESIGN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHLVILLE, NC 28005
PHONE [phone]
FAX[phone]
Environrnenta
Services, Inc.
MARCUS JAMISON
PROPIER?Y
www.elvildosiWnoonoupts.com
SCALE: NOT TO SCALE
SLOPE INSTALLATION
h
I
{FI
EROSION CONTROL AND
RE-VEGETATION NOTES
EROSION GENERAL: ALL CONTROL MEASURES IN STRICT ACCORDANCE
WITH REQUIREMENTS OF THE NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE
SHALL. BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDENR.
2. - OBTAIN APPROVAL THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF
CIVIL DESIGN CONCEPTS.
3. - PROCEED WITH REMOVAL OF DEBRIS AND GRADING.
-- SEED DENUDED AREA IMMEDIATLEY AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND
4
.
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES
PER ACRE:
PERMANENT AND TEMPORARY SEEDING OF SLOPES AND PERMANENT STABILIZED AREAS.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
STANDARD RIPARIAN MIX 15 BULK LBS
GERMAN MILLET 10 LBS
NAG S150 EROSION MAT OR APPROVED EQUIVALENT
FOR ALL SLOPES STEEPER THAN 2:1 ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR. STRAW MULCH AT
THE RATE OF 1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
5. - INSTALL STREAMCO WILLOWS WHERE REQUIRED PER PLANS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS WITHIN 14 DAYS
OF COMPLETION.
8. - REQUEST FINAL APPROVAL BY CIVIL DESIGN CONCEPTS.
RE--VEGETATION SEQUENCE
- PREPARE SURFACE FOR SEEDING.
- SPREAD TEMPORARY MILLET AND PERMANENT STANDARD RIPARIAN MIX.
- FERTILIZE.
- INSTALL EROSION CONTROL MAT.
- INSTALL STREAMCO WILLOWS WHERE REQUIRED.
EROSION CONTROL AND RE-VEGETATION NOTES FOR:

MARCUS JAMISON 41 200 5WANNAN 28 RIVER RD.

PHONE( 8
, NC
)25253a Environmental
388
dc
8
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PROPERTY )252-5365
(828
Services, Inc.
FAX
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CIVIL DESIGN CONCEPTS, PA

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BUNCOMBE COUNTY
EWP PROJECT
RUBY PLESS PROPERTY
20 BROOKS COKE ROAD, CANDLER NC 28715
PIN: 9608.18-20-9950
LITTLE POLE CREEK
BUNCOMBE COUNTY SITE NUMBER: 25
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE,, NC 28801
[phone]
PREPARED BY-'
4c 200 SWANNANOA RIVER RD.
ASHE1/ILLE, NO 28805
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
%*'W ? ?? tittp://www.civildoslgnconcepts.com/
SCOPE OF PROJECT
- BACKFILL ERODED AREAS
RE-VEGETATE BANKS CDC JOB NO. 10512
INSTALL DEFLECTOR ROCK ALONG TOE OF SLOPE DATE. APRIL 19, 2005
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:)ate: 12/30/2004
Scale: 1 inch equals 2000 feet
Location: 035° 33` 42.0" N 082° 40' 57.1" W
Caption: Ruby Pless
Copyri})ht (C) W97,
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DIRECTIQNS:
- FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) - TOWARD W ASHEVILLE/ENKA-CANDLER.
TURN RIGHT ONTO US-74 ALT/US-19/US-23. CONTINUE TO FOLLOW US-19/US-23.
TURN RIGHT ONTO DOGWOOD RD.
- TURN RIGHT ONTO MONTE VISTA RD.
TURN LEF ONTO BROOKS COVE RD.
END AT 20 BROOKS COVE RD.
AERIAL PHOTO FOR:
200 SWANNANOA RIVER FID.
PHONE
RUBY PLES? ASHEVILLE, Environmental
PI10NE [phone]
FAX [phone] .Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA -
?Wyyr/?r www.clvllJnnipnconcaplu.com
SCALE: NOT TO SCALE
r
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STREAM OAMAOE REPAIR FOR:
RUBY PLEBS
PROPERTY
UPSTREAM VIEW
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CIVIL DESIGN CONCEPTS, P
200 SWANNANOA RIVER fin.
ASHEVILLE. NO 20005
PHONE[phone]
FAX [phone]
Environmental
Services, Inc.
www. clvilJ n signcmu apts. rom
SCAIF: NOT TO SCALE
UPSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
RUBY RLESS
PROPERTY
SCALE; NOT TO SCALE
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200 SWANNANOA RIVER RD.
ASHEVILLE, NC 20005
PHONE [phone]
FAIL [phone]
www, clv Ilda uipnwncap la. aum
Environmental
Services, Inc.
UPSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
RUBY PLESS
PROPERTY
CC(C
CIVIL DESIGN CONCEPTS,
?"??1?1.21FW? '.
200 SWANHANOA RIVER RO.
ASHEVILLE. 14C 28805
PHONE [phone]
FA%[phone]
www. c Ivil tlealGnoa?cepts.com
Environmental
Services, Inc.
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DOWNSTREAM VIEW
!;7REAM DAMAGE REPAIR FOR:
CIVIL DESIGN CONCEPTS, P
200 SWA14NAHOA RIVER RD.
ASf1EVILLE, NC 28806
PHONE [phone]
FAX [phone]
Environmental
Services, inc.
RUBY PLESS
PROPERTY
www..Wild.AUr..oncep W.-n
SCALE: NOT TO SCALE
PERMANENT/TEMPORARY SEEDING
UNDER EROSION MATTING
J {r
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'.' PROPOSED BACKFILL TO TOP OF
P (. ; EXISTING BANK AND INSTALL NAG
S150 EROSION CONTROL MATTING
OR APPROVED EQUIVALENT
1,1 ` `
10
EXISTING BANK
SELECT BACKFILL TO
BE COMPACTED WITH
HAND TAMP
ALL BACKFILL TO BE
SANDY CLAY LOAM AND
ROCK MIXTURE
PROPOSED DEFLECTOR
STONE (MIN. 12"x12"x9")
i-- EXISTING BANKFULL
EXISTING STREAM BED
BACKFILL AND BAND STABILIZATION DETAIL
NOT TO SCALE
BACKFILL AND BANK STABILIZATION DETAIL FOR;
NOA RIVER RD.
200 SWAN

R ,
ASIiEV111 E NO 213005
PHONE (828
252-5308
?5385
FAX (8'LB) 252
PROPERTY CIVIL DESIGN CONCEPTS, rPn
?01y?y?f?YlY?? www.dvlWeaVOnconaepls.com
SCALE NOT TO SIDLE
Environmental
Services, Inc.
:rn)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15crn) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30crn) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30crn) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 'TO COMPACTED SOIL AND FOLD REMAINING 12" (30Cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANI<ET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYS"fEM", STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" Ocrn-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM S1'ITCH`ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE Of? STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
14649 HIGHWAY 41 NORTH, EVANSVILLE. INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
www.nagrean.cam
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTINO DETAIL FOR:
RUBY PLERR
PROPERTY
CIVIL DESIGN CONCEPTS, I'.
200 SWANNANOA RIVER R0.
ASHEVILLE, NC 20005
PFIONE [phone] --
FAX(U26)252-5365
WW .civlldeal&lo ncepla.com
Environmental
Services, Inc.
SCALE: NOT TO SCALE
SLOPE INSTALLATION
,d pia
w lrl f]Til
AND
)TES
) IN STRICT ACCORDANCE
N SEQUENCE
Y NCDENR.
:PRESENTATIVE OF
ARE ESTABLISHED. SEED AND
DBED AT THE FOLLOWING RATES
2MANENT STABILIZED AREAS.
00 LBS
1,000 LBS
BULK LBS
LB S
LBS
311TUTED FOR STRAW MULCH AT
A PERMANENT VEGETATIVE GROUND
JENT GROUND COVER IS
THESE AREAS WITHIN 14 DAYS
UENCE
IAN MIX.
SWANNANOA RIVER R0.
:VILLE.NC28885 Environmental
NE(828)252.6388
;828)262.6386 Se Ices, Inc.
dIdeelgneoneeph.com
IC79:1
BUNCOMBE COUNTY
EW" PROJECT
SHERIAN BLAKE PROPERTY
61 HOOKERS GAP ROAD, CANDLER, NC 281-15
PIN: 8698.19-72-3447
POLE CREEK
BUNCOMBE COUNTY SITE NUMBER: 134
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, 'NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
ASHEVILLE, 28805
C a*? c0- PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
htip://www.clvlldaslgnconcOpt3.cOml
SCOPE OF PROJECT
SLOPE BANKS BACK
RE-VEGETATE BANKS
- INSTALL DEFLECTOR ROCK ALONG TOE OF SLOPE
INSTALL ROOT WAD STRUCTURE
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. APRIL 19, 2005

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DIRECTIONS:
- FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) - TOWARD W ASHEVILLE/ENKA-CANDLER.
- TURN RIGHT ONTO US-74 ALT/US-19/US-23. CONTINUE TO FOLLOW US-19/US-23.
- TURN RIGHT ONTO DOGWOOD RD.
- TURN SLIGHT RIGHT ONTO HOOKERS GAP RD.
- END AT 61 HOOKERS GAP RD.
AERIAL PHOTO FOR:
RIVER RD.
NO
200 SWANNA
SHERIAN BLAKE AS MLLE.
8
PHONE (820) B2B1 252.538 2.5388 Environmental
PHONE
FAX [phone] ServlceS+ Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA -•-------- ---
wwvw. GMIduslOnconcoplu.com
ST:ALE: NOT TO SCALE a
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TO ORIGINAL LOCATION
STREAM DAMAGE REPAIR FOR:
0

BHERIAN BLAKE
AS RWI.NNANOA RIVER RD.
200

HEVILL No
NE (82 (82, 8) 25221)-5806
258228.5338808 Environmental
PHO
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PROPERTY PAX [phone] Services, inc.

CIVIL DESIGN CONCEPTS, PA -___-
www.cfWldyulpncanaepis.raun
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STREAM DAMAGE REPAIR FOR:
DOWNSTREAM VIEW
BHERIAN BLAKE
PROPERTY
200 SWANNANOA RIVER RD.
C AS
ABNEVILLEILLE. NO 208805
PIIONE [phone]

CIVIL DESIGN CONCEPTS, PA FAX [phone]
y ,?r -W.clvilJnxioncuncnpln.com
Environmental
Services, Inc.
SCALE: NOT TO SCALE

STREAM DAMAGE REPAIR FOR:
RHERIAN BLAKE
PROPERTY
SCALE: NOT TO SCALE
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,.rrr„ ? 200 SWANNANOA RIVER RD.

/
? AS
ASHEMLLE\9LGE, NO 289005
¦
?
? PHONE [phone]
W
CIVIL DESIGN CONCEPTS, PA FAX[phone]
www. elvildeelpnconcepis.anm
Environmental
Services, Inc.
UPSTREAM VIEW
ROOT WADS `4EIAI_L. BE INSTALL-LID ACCORDING TO SPI-CIAI PROVISION 214. S1ONE
USED IN 8001 WAD CONSIRUC IION SI IAL.L BE IN ACCORDANCE WI rl 1 SP[..CIAL
PROVISIONS 603 AND 805.
THE PREFERRED METHOD OF INSTALLATION OF A ROOT WAD IS TO DRIVE. THE
THE
POINT-CUT E)IITT END OF THE TRUNK OF -THE ROOT WAD TREE. MATERIAL INTO
STREAM BAIJK USING AN EXCAVATOR EQUII'f'ED WITH A HYDRAULIC THUMA.
IF THE ROOT WAD STRUCTURE CANNOT BE DRIVEN INTO fl tE SCREAM BANK, iFTE
TRENCH ALTERNAIIVE METHOD MAY BE USED WITH I-FIE APPROVAL. OF LIIE ENGINEER.
A TRENCI-1 SHALL BE DUG ALONG THE TOE OF 11-11 STREAM BANK TO A DEPTH EQUAL
TO THE DIAMETER OF THE FOOTER LOG. THE FOOTER LOG SHALL BE PLACED IN THE
TRENCH. THE ROOT WAD SHALL BE PLACED IN A PREVIOUSLY DOG TRENCH SUCH THAT
THE ENTIRE LENGTH OF THE TRUNK IS EMBEDDED INTO THE STREAM BANK.
THERE SHALL E31--' NO VOIDS BETWEEN THE ROOT MASS AND THE STREAM DANK ON.THE
UPSTREAM SIDE: OF THE ROOT WAD STRUCTURE. 111E ROOT MASS SHALL BE ORIENTED
TOWARD THE UPSTREAM DIRECTION IN SUCH A MANNER THAT THE VELOCITY
SITE SI IEII' C6 FOR CONTINUED INFORMATION
, tL. ili if`
/.' , r M.1

II'tl, ;Ill,?:l
OI. (IIi:(:L.I( ;i'a11;,'L
CROSS-SECTION VIEW
INSTALLATION OF ROOT STRUCTURE DETAIL
NOT TO SCALE -?---_----------------- --
INSTALLATION OF ROOT WAD STRUCTURE. DETAIL FOR:
RWERIAN 13LAKE
PROPERTY
,,,e,?,? / -
p 4 '14119111111 NOA RIVER R0.
RIVER
200
5 AN
o
? 4 AS MLLE.
,
NC 2BOUS
Y( PHONE [phone]
y
'
CIVIL DESIGN CONCEPTS, PA FAX [phone]
? yfitYr www.clvlldo?IlyiconcupW.enm
Environmental
Services, Inc.
SCALE: NOT 10 SCALE
VECTORS OF IHE FLOWING, WAFER ARE ALIGNED WITH THE TRUNK'S E_ONGHUDINAl_ AXIS.
THE. TRUNK SHALL_ BE INSTALLED SUCH THAT THE TRUNK IS INSTALLED AT APPROXIMATELY
A 1-2% DOWNWARD ANGI_F. INTO THE STREAM BANK AS SHOWN ON TFIE DL FAIL..
A BOULDER, STONE PLAIN RIP RAP FOR STREAM DETAILS, TYPE. D, SHALL. BE PLACED ON
THE DOWNSTREAM AND UPSTREAM SIDE OF TIII-_ ROOT WAD BETWEEN -THE ROOF FAN
AND THE STREAM BANK 10 PROVIDE.. EROSION CONTROL.
ALL DISTURBED OR FILL MATERIAL SHALL BE COMPACTED TO A DENSI FY COMPARABLE TO
THE ADJACENT UNDISTURBED MATERIAL UNLESS OTHERWISE APPROVED BY THE ENGINEER.
ALL MATERIALS FOR THIS STRUCTURE SHALL BE APPROVED BY THE ENGINEER PRIOR TO
INSTALLATION. THESE STRUCTURES IN THE LOCATIONS SHOWN IN THE PLANS AND IN
ADDITIONAL LOCATIONS AS DIRECTED BY THE ENGINEER.
CONTINUED FROM SI If T CJ

ZZ,

PLAN VIEW

INSTALLATION OF ROOT
WAD
STRUCTURE DETAIL
_
_
NOT TO SCALE
INSTALLATION OF ROOT WAD STRUCTURE DETAIL FOR;
- BWANNANOA RIVER RD.
' I'IERIAN BLAKE PITON@ AIOHE j4828)N252C2484 .5388 5 Environmental
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX )828) 262-6386 Services, Inc.
w-i'lld-ig-...eplc.wm
S
CALE: NOT TO SCALE

/?- EXISTING BANK --?
PROPOSED BANK ® MAX 2:1 SLOPE
'' ' -- WITH NAG S150 EROSION CONTROL
' I MATTING OR APPROVED EQUIVALENT I 1
4 ill
I
CI, F
EXISTING -
BANKFULL
- j

EXISTING STREAM BED-
PERMANENT/TEMPORARY SEEDING
UNDER EROSION MATTING
BACKFCLL AND BANK STABILIZATION DETAIL
_ NOT TO SCALE
DACKFILL AND BANK STABILIZATION DETAIL FOR:
200 SWANNANOA RIVER RO.
OaE,NC28805 Environmental
d
Cato"
SH RIAN BLAKE PH
PHONE ( (826)5 59
e

PROPERTY FAX [phone] SP,fVICE:S, Inc,.
CIVIL DESIGN CONCEPTS, PA

SCALE: NOT TO SCAL wvvw.clvtldealDnronwpta.com -
E

,n)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITI4 APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL. WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30Cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM w STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF 'THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STTrCH°ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cin) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
14646 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
www.nogre aoxom
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTING DETAIL FOR:
BHERIAN BLAKE
(PROPERTY"
CIVIL DESIGN CONCEPTS, P
200 SWA14NANOA RIVER RD.
ASHEVII.LE, NG 20805
PHONE [phone]
FAX [phone]
www. cl?ntloelOnconnuple.culn
Environmental
Services, Inc.
SCALE: NOT TO SCALE
SLOPE INSTALLATION
ICJ
? I l1f'lYl 1
EROSION CONTROL AND
RE-VEGETATION NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF THE NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE
SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDENR.
2. - OBTAIN APPROVAL THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF
CIVIL DESIGN CONCEPTS.
3. - PROCEED WITH REMOVAL OF DEBRIS AND GRADING.
4. - SEED DENUDED AREA IMMEDIATLEY AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES
PER ACRE:
PERMANENT AND TEMPORARY SEEDING OF SLOPES AND PERMANENT STABILIZED AREAS.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
STANDARD RIPARIAN MIX 15 BULK LBS
GERMAN MILLET 10 LBS
NAG S150 EROSION MAT OR APPROVED EQUIVALENT
FOR ALL SLOPES STEEPER THAN 2:1 ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LEIS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT
THE RATE OF 1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
5. - INSTALL STREAMCO WILLOWS WHERE REQUIRED PER PLANS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS WITHIN 14 DAYS
OF COMPLETION.
8. - REQUEST FINAL APPROVAL BY CIVIL DESIGN CONCEPTS.
RE-VEGETATION SEQUENCE
- PREPARE SURFACE FOR SEEDING.
- SPREAD TEMPORARY MILLET AND PERMANENT STANDARD RIPARIAN MIX.
- FERTILIZE.
- INSTALL EROSION CONTROL MAT.
- INSTALL STREAMCO WILLOWS WHERE REQUIRED.
EROSION CONTROL AND RE-VEGETATION NOTES FOR:
200 BWANNANO
RIVERRO.
SWERIAN BLAKE 8
ASHEVI, NO
PHONE L (8228) 2528806 Environmental
PHONE [phone]

PROPERTY FA)<[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.clvlldealgnconcepts.com (/??7I
SCALE: NOT TO SCALE V

BUNCOMBE COUNTY
E WTT P PROJECT
MARGARET HYDE PROPERTY
129 HOOKERS GAP ROAD, CANDLER, NC 28715
PIN: 8698.15-64-8311
POLE CREEK
BUNCOMBE COUNTY SITE NUMBER: 33
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE,, NC 28801
[phone]
PREPARED BY
200 AS S ILLS, NO 8 RIVER RD.
28806
PHONE (82 , 252-5368.
ca4co?% PHONE (828) FAX [phone]
-6386
CIVIL DESIGN CONCEPTS, PA
http:llwww.clvlldeslgnconcepts.coml
SCOPE OF PROJECT
SLOPE BANKS BACK
RE-VEGETATE BANKS
INSTALL DEFLECTOR ROCK ALONG TOE OF SLOPE
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. APRIL 20, 2005

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Name: ENKA Location: 035° 34'20.5" N 082'41'48.5" W
Date: 1!712005 Caption: Margaret Hyde
Scale: 1 Inch equals 2000 feet
FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) - TOWARD W ASHEVILLE/ENKA-CANDLER.
- TURN RIGHT ONTO US-74 ALT/US-19/US-23. CONTINUE TO FOLLOW US-19/US-23.
- TURN SLIGHT RIGHT ONTO HOOKERS GAP RD.
- END AT 129 HOOKERS GAP RD.
AERIAL PHOTO fOfT: 41ioo 200 AS B ILLS, H 28 RIVER qO,
?AR?A C?ARGC? ??® PHONE )262538 Environmental
??/?/ANONE (828)25265388
FAX (02tl)262-6386 erViC2S, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
wwww.clvilJuvlpnconcnplu.com FF?l
SCALE: NOT TO SCALE
UPSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
CIVIL DESIGN CONCEPTS, PA
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 25806
PHONE [phone]
FAX [phone]
Environmental
Services, Inc.
MARGARET HYDE
PROPERTY
wviw. civildem IOnconcepb.c om
SCALE: NOT TO SCALE
DOWNSTREAM VIEW

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INSTALL STREAMCO
WILLOWS AT 10.0' O.C.
STREAM DAMAGE REPAIR FOR:

MARGARET HYDE 200 SWAHNA
ILLS, NO8RIVER RD.
PHONE (8LLE25) NO 2522B0 308 5 Environmental
PHONE
5

PROPERTY FAX (826) T52-636
5 S8NIC8$, Inc.
CIVIL DESIGN CONCEPTS, PA
W- C IwId ne lDncmtCnpln. Corti

SCALE: NOT 70 SCALE [C3

n CAIA/I,ICTPP'AAA 1/N-W
STREAM DAMAGE REPAIR FOR:
CIVIL. DESIGN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PRONE (8281262-6368
FAX [phone]
MARGARET HYDE
PROPERTY
w .cIvIIdenI0nconoBp13.ooln
Environmental
Services, Inc.
SCALE: NOT TO SCALE
INSTALLATION Of ROOT WAD SINUCIUNf DETAIL FON:
MARGARET HYDE
PROPERTY
t SCAI E: "Or 10 S"t
'IUOE BWAPINAP40A NO.
AIII IE VII I l I E, NC 2888S5
PHONE [phone]
CIVIL. DESIGN CONCEPTS, FAN (8211) 2b?-6385
?Wl?yyyyly?yyll?r w.ww cWBJnalDiwuncnl:lr.cwii

Fnvironrnental
Services, Inc.
q
4"-3000 PSI CONCRETE 1 -0 SEE TRENCH 1'-0
TO MATCH EXISTING FOR WIDTH SAWCUT EXISTING EDGE TO
CONCRETE SURFACE PROVIDE NEAT STRAIGHT
EDGE PRIOR TO REPAIR
..i : 4"
EXISTING CONCRETE •4EXISTING CONCRETE
4

DRY/
UNDISTURBED
EARTH
PIPE
PAVEMENT REPAIR DETAIL:
NOT TO SCALE
PAVEMENT REPAIR DETAIL FOR:
MARGARET HYDE
PROPERTY
SCALE: NOT TO SCALE
3"
6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED
95% STANDARD PROCTOR
--"U? 200 SWANNANOARIVER fir).
ASHEVILLE, NC 28806
PHONE [phone]
C
CIVIL DESIGN CONCEPTS, PA FAX [phone]
.-
www.clvlldeslpnconcepts.eom
Environmental
Services, Inc.

PERMANENT/TEMPORARY SEEDING
UNDER EROSION MATTING
`
I
I I/ PROPOSED BACKFILL TO TOP OF
EXISTING BANK AND INSTALL NAG
I , S150 EROSION CONTROL MATTING
OR APPROVED EQUIVALENT
• rr; ?'
?? , Ifs. ! r
EXISTING BANK
SELECT BACKFILL TO
BE COMPACTED WITH
HAND TAMP
ALL BACKFILL TO BE
SANDY CLAY LOAM AND
ROCK MIXTURE
PROPOSED DEFLECTOR
STONE (MIN. 24"x24%12")
,!- EXISTING BANKFULL
EXISTING STREAM BED
BACKFILL AND _BANK STABILIZATION DETAIL
NOT TO SCALE
BACKFILL AND BANK STABILIZATION DETAIL FOR: rMq
200 NO
ASH VIL E, 5gI5 RD.
MARGARET WYD PHONE[phone]
dclo-o 5388 Environmental
PHONE (828
FAX J8241125)2-5365 SefVICP,S, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clvlldoefpnconcepta.com I
SCALE: NOT TO SCALE I
c
SLOPE INSTALLATION
NORTH
AMERICAN
GREEN r

-(30 cm)
(5cm -'12.5-)
` ? (15 cm)
(16 cm> O
?? O
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED,
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" 15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF'
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF 'THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM-, STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO 'THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5' (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH°ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
•IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 5" (15crn) MAY UE NECESSARY TO
PROPERLY SECURE THE BLANKET'S.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448--2040
www.nogrgen.com
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTING DETAIL FOR:
MARGARE"
T HYDE
PROPERW
SCALE: Nor TO SCALE
'"MIN
CIVIL DESIGN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PNONE [phone]
FAX[phone]
Environmental
Services, Inc.
www.olvll dnulllnconc •pl s.oom
EROSION CONTROL AND
RE-VEGETATION NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF THE NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE
SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDENR.
2. - OBTAIN APPROVAL THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF
CIVIL DESIGN CONCEPTS.
3. - PROCEED WITH REMOVAL OF DEBRIS AND GRADING.
4. - SEED DENUDED AREA IMMEDIATLEY AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES
PER ACRE:
PERMANENT AND TEMPORARY SEEDING OF SLOPES AND PERMANENT STABILIZED AREAS.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LOS
STANDARD RIPARIAN MIX 15 BULK LBS
GERMAN MILLET 10 LBS
NAG S150 EROSION MAT OR APPROVED EQUIVALENT
FOR ALL SLOPES STEEPER THAN 2:1 ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT
THE RATE OF 1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
5. - INSTALL STREAMCO WILLOWS WHERE REQUIRED PER PLANS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS WITHIN 14 DAYS
OF COMPLETION.
8. - REQUEST FINAL APPROVAL BY CIVIL DESIGN CONCEPTS.
RE-VEGETATION SEQUENCE
PREPARE SURFACE FOR SEEDING.
SPREAD TEMPORARY MILLET AND PERMANENT STANDARD RIPARIAN MIX.
FERTILIZE.
INSTALL EROSION CONTROL MAT.
INSTALL STREAMCO WILLOWS WHERE REQUIRED.
EROSION CONTROL AND RE-VEGETATION NOTES FOR:

MARGARET HYDE
¦?
?
, 400 BWANNANDA RIVER RD.
ABHEVILLE a
PHONE [phone] T62-63 -6988

?
Environmental

PROPERTY ?.
1
CIVIL DESIGN CONCEPTS, PA FAX[phone] Services, Inc.

www.clvildealgncon"pto.com I
SCALE: NOT TO SCALE
CaOC4
CIVIL DESIGN CONCEPTS, I'A
April 27, 2005
Rebecca Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Re: Emergency Watershed Project
(Stream Restoration)
CDC Project No. 10512
Dear Ms. Newton,
Please find enclosed a. USACE permit application(Section 401 and 404), a copy of the
Landowners Access Agreement application, a set of 8.5x 11 plans, and a USGS Map excerpt
of the subject site for your review and approval.
The proposed project is a restoration effort in conjunction with the .Emergency
Watershed Project to rebuild and stabilize various locally damaged streams to prevent further
erosion control problems to existing property and structures. Restoration with these projects
will consist of minimal streambed disturbance, debris removal and stream bank stabilization.
In an effort to be in construction as soon as possible and not jeopardize the funding for
these projects, we appreciate your expedited review of this application. We also welcome
comments by phone so that we can address your comments quickly and get into construction as
soon as possible.
Please call if you have any questions or desire anY additional information.
Sincerely,
r r; -,fir ,?(?/.
Christopher S. Eller, PE
Civil Design Concepts, P.A.
Cc: Kevin Barnett-DWQ
Gary 1liggius-1luueombe Cowrly
Dave NIC11wry-North C110HIM Wildlife 1Zcsvurves Commission
s:\ACAD\ 10512\Ducs\Ku27AttrO5.duc
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
? JFwd: [Fwd: [Fwd: STream Clearing Activities]]]
Subject: [Fwd: [Fwd: [Fwd: STream Clearing Activities]]]
From: Cyndi Karoly <[e-mail]>
Date: Wed, 16 Mar 2005 15:58:57 -0500
To: Laurie J Dennison <[e-mail]>
fyi - so please note that fees are waived when you create these files - perhaps a
brief handwritten note in the file jacket, or we can add a copy of this message
Subject: [Fwd: [Fwd: STream Clearing Activities]]
From: Tom Reeder <[e-mail]>
Date: Wed, 16 Mar 2005 15:43:18 -0500
To: Cyndi Karoly <[e-mail]>
Cyndi - In answer to your question yesterday it appears that the fees are being
waived for the EWP associated 401s.
Subject: [Fwd: STream Clearing Activities]
From: Alan Klimek <[e-mail]>
Date: Wed, 16 Mar 2005 15:37:40 -0500
To: Tom Reeder <[e-mail]>
Yes, the fees are being waived. See attachment.
Alan
-------- Original Message --------
Subject:STream Clearing Activities
Date:Mon, 28 Feb 2005 09:40:08 -0500
From:"Robin W. Smith" <robin.w.smith(ancmail.net>
Organization:NC DENR
To:Alan Klimek <Alan.Klimekpncmail.net>, Jim Simons <Jim.Simonspncmail.net>,
David Vogel <David.Vogel d,)ncmail.net>
CC:Johanna Reese <Johanna.Reese apncmail.net>, Nann Guthrie
<Nann. Guthrie @n c m ai l . net>
''e`ll: Attached is an electronic copy of the letter and information sheet
sent to the 19 counties and one town that have contracts with NRCS for
stream clearing-projects. Those letters went out over the Secretary's
signature on Friday. We will hand-deliver a memo containing the same
basic information to the mountain area legislators tomorrow. We are
also working with the Governor's Office on a news release; I am not sure
how soon that will go out. Give me a call if you have any questions.
Thanks for working toward getting meetings set up. Robin.
?f? 3/17/2005 6:46 AT
[Fwd: [Fwd: [Fwd: STream Clearing Activities]]]
Robin W. Smith <robin.w.smithPncmail.net>
Assistant Secretary of Planning & Policy
Office of the Secretary
NC DENR
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7 of 2 3/17/2005 6:46 AT
February 25, 2005
Page 1 of 2
February 25, 2005
RE: Emergency Watershed Protection Stream-Clearing Projects
Dear
I know that County experienced stream damage as a result of the fall
hurricanes. Our department would like to work closely with your county to insure that
stream restoration projects receiving state and federal funds under the Emergency
Watershed Protection (EWP) program move as smoothly as possible through the
environmental review and permitting process. I have enclosed for your information a
brief summary of the types of permits and approvals that may be required for these
projects. For projects that involve work directly affecting the streambed, the United
States Army Corps of Engineers will be the primary environmental permitting agency.
For those projects, our staff in the Division of Water Quality and the Division of Land
Resources play a supporting role and issue related state approvals.
I have asked our staff to meet with all of the western counties, either individually or in
small groups, to talk about each county's proposed stream restoration projects and answer
your questions about permit requirements. Our staff will ask the Corps of Engineers and.
Soil and Water Conservation staff to join in those meetings in an effort to put together a
plan of action for reviewing and approving stream restoration projects as quickly as
possible. You should receive a telephone call from DENR staff soon to talk about a date
and time that would be convenient to meet and talk about your projects.
I have also directed our staff to waive fees for state water quality certifications (under
Section 401 of the Clean Water Act) and for approval of erosion and sedimentation

February 25, 2005
Page 2 of 2
control plans for stream-clearing projects funded under EWP. Fees will be waived for all
EWP permit s requested by September 1, 2005.
I hope these efforts will ease the burden on county governments already challenged by
the demands of reconstruction and recovery. If we can help you in any other way, please
do not hesitate to call. I have asked Assistant Secretary Robin Smith to be a primary
contact on these projects for DENR; you can reach Ms. Smith at [phone]. The
enclosed information sheet also provides contact information for DENR staff in both the
Asheville and Winston-Salem Regional Offices and for the Corps of Engineers office in
Asheville.
Sincerely,
William G. Ross, Jr.