20050858 Ver 1_Complete File_20050516

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Kevin Barnett
WQ Supervisor: Roger Edwards
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Buncombe County EWP - Hominy Creek County Buncombe
Project Number 05 0858 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 prim. Supp. Basin Req. Req.
NW37 Stream O Y @N F 6-76 F c F 40,302. F 250.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y O N Recommendation: Q Issue 8 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 353352 Longitude (ddmmss) 823660
Comments:
Issued out of ARO - KHB - 05/19/2005 Awaiting ltr to fill in approved project details
Dbase updated w/ approval date only
L. Dennison
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: 5/19/05 Project Name: Buncombe County EWP, Hominy Creek
DWQ#: 05-0858
Kevin Barnett, Asheville Regional Office County: Buncombe
To: 60-day Processing Time: 5/16/05 to 7/14/05
E !
1, Y 9 ll
I,-, L, r, UEsE
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!
CIVIL DESIGN CONCEPTS, PA
April 27, 2005
Rebecca Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
MAY 16 2005
DENR - WATER QUALITY
WETANDSAND STDRMWATER BRANCH
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 S.5xt I 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, l
Christopher S. Eller, PE
Civil Design Concepts, P.A.
Cc: Kevin 13arnett-DWQ
Gary l liggius-Buncombe County
Dave Mcllemy-North Carolina Wildlife Resources Conuuission
s:\ACAD\ 10512\Docs\IZo27Apr05.doc
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
y ?; M 050858
P(M9OWN N
MAY 1 6 2005
Oflice Use 0111y: DENR - WATER QUALITY i . Fonnderyon March 058
,
WETLANDS AND STORMWATER BRANCH UVpFVa
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? 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 Lifoi.•mation
1. Owner/Applicant Information
Name: Buncombe County
Mailing Address: 44 Valley Strect
Asheville, NC 28802
Contact: Gary Higgins
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: GaU.Hig Tins a buncombecounty.org
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 Lovoy, 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: mlovoyncivildesi neoncepts.com
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 neaps 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 County BWP project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 962816-84-6016, 9627.07-79-1869,
9607.19-62-6126
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): refer to sheet Cl 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.)
Decimal Degrees (6 digits minimum): see attached Table 1 ON °W
6. Property size (acres): Multiple - see attached Table 1
7. Name of nearest receiving body of water: French Broad River
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 http•//l,12o.ernr.state,iie.us/admire/maps/.)
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 13
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
lar ge deflector stones in the stream ust above the bank full in most cases to have somethint;
to backf ll a gainst. Dump trucks will be used to bring in backf ll that will include a sandy
clay loam and rock mixture that will be compacted in lifts Where dump trucks and track
hoes cannot gain access the contractors will be required to use hand tools The lame deflector
stones will act as a bench to backfill against and as toe of slope protection For some sites
existing fallen treks will be used as root wads to protect the stream banks. The large
deflector stones will also be used to stop undercutting and on in areas where tree roots
are exposed on the stream bank.
Unwanted woody debris trash and materials will be removed from the streams and stream
banks using a track hoe where necessary and by liand where ever possible. Any trees that
have roots still embedded in the stream banks will be left in place and cut back to about 3'
tall.
All the banks for each site will be re-vegetated after construction. This will include using
hand ralces to get the banks ready to accept seeding. A Standard Riparian Seeding 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 by hand to the manufacturers' specifications. In
some cases Streamco Willows will be brought in and planted by 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
prior to construction All work will be done by contractors who have previous 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.
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.
Page 7 of 13
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/NVI'Itei•s of the State
it is the applicant's (or agent's) responsibility to determine, delineate and neap 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
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
1_ I- - 1,. .1.. 1, r1, ?r,•„?f--• n1111 Plnnrlina
JG )t11 [.1 LG1 11JL 1111 l(tvt.? N.-.v ,.v v.. ... .... ........-- -•---- ---- - --- -- -
Located Within
Distance to
Area of
Wetland Impact T 1e of Wetland
yl 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, 1'loodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (es/no linear feet
N/A

Total Wetland Impact (acres) -
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 13
Average Impact Area of
Stream Impact
Number
Stream Name
Type of Impact Perennial or
Intermittent? Stream Width
I
ct
f Length
(linear feet) Impact
acres
indicate on ma ?) ore
mpa
Be
Stream bank
Unnamed Tributary stabilization and Perennial 10 50 .01
1`t0 to Hominy Creek debris removal
Stream bank
Unnamed Tributary stabilization and perennial 15 50 .01
141 to hominy Creel: debris removal
Stream bank
161 Hominy Creel:
stabilization and
Perennial
60
150
.03
debris removal

Tntnl Strum Lnnact (bv length and acreage) 250 .05
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
ocean and any other water of the U.S.). Open water impacts include, but are not limited to
17II, exc
Open Water Impact
Site Number
indicate on ma
N/A avation,
Name of Waterbody
(if applicable)
Type of Impact
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.)
Area of
Impact
(acres)

J
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .09
Wetland Impact acres :
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total'Stream Impact (linear feet): See above
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes Z 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.
N/A
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
Page 9 of 13
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
P 1 use or cur ose of pond (c.g., livestock watering, irrigation, aesthetic, trout pond,
ropua%' u 1 p
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance slid Minimization)
Expected pond surface area:
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 place was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2I1 .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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or 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
litti):Hli2o.enr.state.nc.us/ne?vetlands/stinlgide.]it>l.
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
Page 10 of 13
and/or map, if offsite), affected stream and river basin, type and aluount (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.
2. 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 littp://112o.enr.state.nc.us/wrp/inclex.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)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
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
Page I I of 13
reap, 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 2B .0233
(Neese), 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 multipliers,

Zone' Impact

suare feet
Multiplier Required

Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends nn
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.
X1. St:orn><water (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
There is very little existing; impervious area on any site and impervious acreage will not chair le
No heavycnnent or machinery nor anything that will pollute the storm water will be stored
in areas that could potentially flood
XI1. 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
Page 12 of 13
XIII. Violations (required by DIA'Q)
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
htt?://h2o. enr.state.nc.us/ncwetlnds. 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).
AppliCAt/ cant's Signature -Date
(Agent's signatui 1s , lid only if ,in authorization letter from the applicant is provided.)
Page 13 of 13

AFFECTED PARCELS
BUNCOMBE COUNTY, NC
MAP ID PIN OWNER PROPERTY SIZE (acres) ADDRESS CITY STATE ZIP GRID COORDINATES

140 9628.16-S4-6016 Aorta Evans 0.37 51 Delaware Ave Asheville NC 28806 Lac: 35°34 ;4" . Lon_: S2°36'14."
141 9627.07-79-1869 John Ja clues 1.03 6 South Bear Creek Rd Ashtville NC 28806 Lat 35°33'52" , Long: S2°36'30"
161 9607.19-62-6126 Sandia D..bruhl 0.55 98 Short St Candler NC 28715 Lat: 35°32'2S" , Lo= S2°40'35"

vvvv•v
pERMIT FOR TMERGrNC'Y WATERSHED PROTECTION
ersi ned landowners hereby grant permission to Buncombe County and
The and g
Count Soil and Water Conservation District and/or their agents to'enter upon o
pose of repairing the flood damn e of stream channels_, nd stream banks in t:
purpose hed.
This permit includes the right to spread soil, remove and dispose of debris, inst
measures, seed and mulch, and perform similar emergency watershed protectic
necessitated by the floods of September, 2001.
This permit also includes the right of ingress and egress on the land. for the pui
maintaining or inspecting maintenance of the emergency works for the period
date of completion. Work areas covered by this permit are sketched on the re,
or on an attached sheet.
ed
Date Sign
S?ned
PERMIT FOR EMERGENCY WATI(i RSHED PROTEC
The undersigned landowners hereby grant permission to Buncombe Corm
County Soil and Water Conservation District and/or their agents to enter i
purpose of repairing the flood damage of stream channels and stream banl
e..-k watershed.
This permit includes the right to spread soil, remove and dispose of debris,
measures, seed and mulch, and perform similar emergency watershed proti
necessitated by the. floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the
maintaining or inspecting maintenance of the emergency works for the ped
date of completion. Work areas covered by this permit are sketched on the
or on an attached sheet.
Date
Si ned
L l a S? l,?-t ? ?
#
PERMIT FOR EMERGENCY WATERSHED PROTEC
The undersigned landowners hereby grant permission to Buncombe Coun
County Soil and Water Conservation District and/or their agents to enter i
purpose of repairing the flood damage of stream channels and stream banl
?e4G? watershed.
This permit includes the right to spread soil, remove and dispose of debris;
measures, seed and mulch, and perform similar emergency watershed prot
necessitated by the floods of September, 2001.
This permit also includes the right of ingress and egress on the land for the
maintaining or inspecting maintenance of the emergency works for the per.
date of completion. Work areas covered by this permit are sketched on the
or on an attached sheet.
Signed Date Signed

i
i
i
BUNCOMBE COUNTY
EWP PROJECT
ANITA EVANS PROPERTY
51 DELAWARE AVE., ASHEVILLE, NC 28806
PIN: 9628.16-84-6016
UT TO HOMINY CREEK
BUNCOMBE COUNTY SITE NUMBER: 140
CLIENT'
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
401- 200 SWANNANOA RIVER RD.
0*0
C ASHEVILLE, NO 28805
PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http;/Iwww.civlld eslgnconcepts.cOml
SCOPE OF PROJECT
- BACKFILL ERODED AREAS
RE-VEGETATE BANK
- INSTALL ROOT WAD STRUCTURES
Environmental
Services, Inc.
CDC J08 NO. 10512
DATE. APRIL 22, 2005
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° Name: ASHEVILLE
Date: 1 213 0/200 4
Scale: 1 inch equals 2000 feet
Location: 035° 33' 59.1" N 082° 35' 13.7" W
Caption: Anita Evans
Copyright (C) 1991, maGlecrl. WC.

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DAMAGED AREA
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DIRECTIONS
- GET ON I-240W.
- 1-240W BECOMES US-74 ALT W/US-19 S/US-23 S.
- TURN LEFT ONTO US-19 BR/US-23 BR/HAYWOOD RD.
- TURN RIGHT ONTO COVINGTON ST.
- TURN RIGHT ONTO SULPHUR SPRINGS RD.
- TURN LEFT ONTO DELAWARE AVE.
- END AT 51 DELAWARE AVE.
AERIAL PHOTO FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE, N 28805
C
x Environmental
ANITA EVANS PHONE(8 8)
PHONE(828(
FAX [phone]
.5365
Services, Inc.
PROPERTY CIVIL. DESIGN.. CONCEPTS, PA . -
w .civildesignconoepls.com
C1
SCALE NOT TO SCALE

9l
a
a
a
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
ANITA EVANS
PROPERTY
SCALE: NOT TO SCALE
200 S N RIVER RD.
ASHEVILLSILLE, NC 28 28805
Cc(tqw"? PHONE [phone]
FAX[phone]
CIVIL DESIGN CONCEPTS, PA
`?S//OI www.civildesignconcepLs.com
Environmentall
Services, Inc.
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
ANITA EVANS
PROPERTY
SCALE: NOT TO SCALE
200 NOA RIVER RD.
AS
ASHEMLLEVILLE, NC 2885
ca'c PHONE [phone]
FAX[phone]
CIVIL DESIGN CONCEPTS, PA
??rr www.civildesignconcePls.com
Environmental
Services, Inc.

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ROOT WADS SHALL BE INSTALLED ACCORDING TO SPECIAL PROVISION 214. STONE
USED IN ROOT WAD CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIAL
PROVISIONS 603 AND 805.
THE PREFERRED METHOD OF INSTALLATION OF A ROOT WAD IS TO DRIVE THE
POINT-CUT BUTT END OF THE TRUNK OF THE ROOT WAD TREE MATERIAL INTO THE
STREAM BANK USING AN EXCAVATOR EQUIPPED WITH A HYDRAULIC THUMB.
IF THE ROOT WAD STRUCTURE CANNOT BE DRIVEN INTO THE STREAM BANK, THE
TRENCH ALTERNATIVE METHOD MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
A TRENCH SHALL BE DUG ALONG THE TOE OF THE 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 DUG TRENCH SUCH THAT
THE ENTIRE LENGTH OF THE TRUNK IS EMBEDDED INTO THE STREAM BANK.
THERE SHALL BE NO VOIDS BETWEEN THE ROOT MASS AND THE STREAM BANK ON THE
UPSTREAM SIDE OF THE ROOT WAD STRUCTURE. THE ROOT MASS SHALL BE ORIENTED
TOWARD THE UPSTREAM DIRECTION IN SUCH A MANNER THAT THE VELOCITY
SEE SHEET C5 FOR CONTINUED INFORMATION

- TOhJ; PLAIN Rif-' i11AP FOR

BANKFUL
i.-
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i_ENGfI-i 10 'f 15'?

?:-- E3.SL OF TRI!IJk i'OSIT!C;P+F(!
, r AT '[III 'STF:EAl,4 RED ELEVATION
y
` TER !_U{ r TF;rrd:I f_-;ER-H,J!VE ONLY)
CROSS-SECTION VIEW
INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE
INSTALLATION OF ROOT WAD. STRUCTURE DETAIL FOR:
200 SWAN NANOA RIVER RD.
ASHEVILLE, Environmental
ANITA EVANS a l PHONE
1I' 7I' PHONE (828)) 252.5388
FAX[phone] .Services, Inc.
cac
PROPERTY CIVIL DESIGN CONCEPTS, PA
w-.6vil d-ig......pls.com
%4
SCALE: NOT TO SCALE

14 i,
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VECTORS OF THE FLOWING WATER ARE ALIGNED WITH THE TRUNK'S LONGITUDIhJAL AXIS.
THE TRUNK SHALL BE INSTALLED SUCH THAT THE TRUNK IS INSTALLED AT APPROXIMATELY
r A 1-2% DOWNWARD ANGLE INTO THE STREAM BANK AS SHOWN ON THE DETAIL.
A BOULDER, STOIJE PLAIN RIP RAP FOR STREAM DETAILS, TYPE D, SHALL BE PLACED ONI
THE DOWNSTREAM AND UPSTREAM. SIDE OF THE ROOT WAD BETWEEN THE ROOT FAN
AND THE STREAM BANK TO PROVIDE EROSION CONTROL.
ALL DISTURBED OR FILL MATERIAL SHALL BE COMPACTED TO A DENSITY 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.
CON'T'INUED FROM SHEE'C C4
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INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE
INSTALLATION OF ROOT WAD STRUCTURE DETAIL FOR:
200 SWANNANOA RIVER RD.
LLE, G 2 2813,888
ANlTA EVANS PHONE[phone] Environmental FAX [phone]. Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.crv8designcortcepls.cwn I-
-SCALE NOT TO SCALE

a
a
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?+1

SLOPE INSTALLATION

NORTH (,o cm)
AMERICAN
GREEN
(Scm-1 Z.Scm) B_
(15 cm)

?1 v ?c 4 (15 cm) 2

• • • • • • • • • • •
• • • • • • • ••• • •••• • •
3B •
7
Scm
.
3A --
. 5
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.............
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.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
2
.
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. "
"
(30cm)
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12
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
ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
E
.
AGAINST THE SOIL SURFAC
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.
THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
4
.
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.
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
5
.
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" (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
ww'"."'een.com
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTING DETAIL FOR:
e A
200 SWANNANOA RIVER RD.
4
ASHEVILLE, NO
28805 Environmental
ANITA EVANS G PHONE(828
PHONE [phone]
FAX[phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
!'+vnv.civlldesi8nconcepls.com
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SCALE: NOT TO SCALE

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PERMANENT/TEMPORARY SEEDING
?i
UNDER EROSION MATTING

PROPOSED BACKFILL TO TOP OF
i
Y
EXISTING BANK AND INSTALL NAG
,jf)r 5150 EROSION CONTROL MATTING
OR APPROVED EQUIVALENT

t
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1 ,' .? , l r 1
EXISTING BANKFULL

EXISTING BANK
SELECT BACKFILL TO
BE COMPACTED WITH
HAND TAMP
ALL BACKFILL TO BE
SANDY CLAY LOAM AND EXISTING STREAM BED
ROCK MIXTURE
BACKFILL AND BANK, STABILIZATION DETAIL
NOT TO SCALE
BACKFILL AND BANK STABILIZATION DETAIL FOR:
200 SWANNANOA RIVER RD.
ANITA EVANS C C ASNEVILLE) 252-505 Environmental

PHONE (8 , NO 28888
Q
Pp FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS
PROPERTY
,
w -Civildesi0nconcepls.com
C7
SCALE: NOT TO SCALE

q
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4
q
14
a

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 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:
200 SWANNANOARIVER RD.
ANITA EVANS G PHONE[phone].5385388 Environmental
PHONE
c
FAX[phone] J
efVIC@S, Inc.
CIVIL DESIGN CONCEPTS
PA
PROPERTY ,
www.civildtsigmoncepLa.com
G 8
SCALE: NOT TO SCALE

BUNCOMBE COUNTY
EWP PROJECT
JOHN ?ACOUES PROPERTY
6 S. BEAR CREEK ROAD, ASHEVILLE, NC 28806
PIN: 9627.07-79-1869
CANIE CREEK/HOMINY CREEK
BUNCOMBE COUNTY SITE NUMBER: 141
CLIENT
BUNCOMBE COUNTY `
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
C QC ASHEVILLE, NC 28805
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
_**ftw ..... o/O00' http://..civlldeslgnconcepta.couV
SCOPE OF PROJECT
BACKFILL ERODED AREAS
RE-VEGETATE BANK
INSTALL ROOT WAD STRUCTURES
CDC JOB NO. 10512
DATE. APRIL 22, 2005
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1082° 3T 0.00" WI I - 1082° 35 0.00" vVl
Location: 035° 33'33.4" N 082° 36'30.2" W
dame: ASHEVILLE - - Gaption'JOhn Jacques EWP Site
)ate: 12/7/2004
Fill Scale: 1 inch equals 2000 feet in c ® b e
DIRECTIONS:
FROM 1-40W TAKE THE NC-191 EXIT - (EXIT 47) - TOWARD W ASHEVILLE/FARMERS MARKET..
TURN SLIGHT LEFT ONTO S. BEAR CREEK RD.
END AT 6 S. BEAR CREEK RD.
AERIAL PHOTO FOR:
JOHN JACQUES
PROPERTY
SCALE: NOT TO SCALE

--
" ER RD.
200 SWANNA

(
"? ASI IEVILLE, NO 28805

G
cc -53M
PHONE [phone]

CIVIL DESIGN CONCEPTS, PA FAX[phone]
w .clvildeeljp concepts.com
Environmental
Services, Inc.
UPSTREAM VIEW
GRASS ALL EXPOSED
AREAS (TYP)
INSTALL STREAMCO WILLOWS
AROUND TREE TO STABILIZE
THE 1:1 BANK AS IS
STREAM DAMAGE REPAIR FOR:
JOHN JACQUES
PROPERTY
SCAl£: HOT TO SCALE

" 200 SWA14NANOA RIVER RD.
"? ASHEVILLE•HC 28805
PHONE [phone]

CIVIL DESIGN CONCEPTS, PA FAX )828)252-5365
w vnv. civil d e sky?con cepls. com
Environmental) I
Services, Inc.
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
JOHN JACQUES
PROPERTY
SCALE: 140T TO SCALE
200 W RIPER RD.
ASHE YILLELLE. UC NC 20005
CCrC"'%4 PH0HE(82B) 252.5388
FAX[phone]
CIVIL DESIGN CONCEPTS, PA
www.civild ec Ignconceplc.com
Environmental
Services, Inc.
DOWNSTREAM VIEW

STREAM DAMAGE REPAIR FOR.
JOHN JACQUES
PROPERTY
SC.-LL- NOT 10 SCALE
200 SWANNANOA RIVER RD.
28805
^1- ASHEVILLE. NC
PHONE [phone]NONE (6282-5386
¦?' FA%[phone]
IVIL DESIGN CONCEPTS, PA
- civ8deagnconcaptz-cam
Environmental
Services, Inc.

g
{ ROOT WADS SHALL BE INSTALLED ACCORDING TO SPECIAL PROVISION 214. STONE
USED IN ROOT WAD CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIAL
PROVISIONS 603 AND 805.
THE PREFERRED METHOD OF INSTALLATION OF A ROOT WAD IS TO DRIVE THE
POINT-CUT BUTT END OF THE TRUNK OF THE ROOT WAD TREE MATERIAL INTO THE
STREAM BANK USING AN EXCAVATOR EQUIPPED WITH A HYDRAULIC THUMB.
IF THE ROOT WAD STRUCTURE CANNOT BE DRIVEN INTO THE STREAM BANK, THE
TRENCH ALTERNATIVE METHOD MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
A TRENCH SHALL BE DUG ALONG THE TOE OF THE 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 DUG TRENCH SUCH THAT
THE ENTIRE LENGTH OF THE TRUNK IS EMBEDDED INTO THE STREAM BANK.
THERE SHALL BE NO VOIDS BETWEEN THE ROOT MASS AND THE STREAM BANK ON THE
UPSTREAM SIDE OF THE ROOT WAD STRUCTURE. THE ROOT MASS SHALL BE ORIENTED
TOWARD THE UPSTREAM DIRECTION IN SUCH A MANNER THAT THE VELOCITY
SEE SHEET C6 FOR CONTINUED INFORMATION
IN
STONE PLAIN RiP RAP FOR
STREAM DETAILS, TYPE D
BAN FULL
i}RIF_fd T fF'.l(I'dl<. DC{{rrid
?, I ) iN fO STREAM BANK
! ? _ - - Reif; f k."i!A D
(MIN. BASAL DIA. ,
2 LENGTH 10 TO 15
0
U
SASE OF TRUNK' POSITIONIED
f`.T THE STREAM BED ELEVA.li01?1
Fi.)OTER LOG (1Ri=t!( F1 AL_TEFadATIVE ONL'r'
CROSS-SECTION VIEW

INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE

INSTALLATION OF ROOT WAD STRUCTURE DETAIL FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE. NO 28805
PHONE[phone]
FAX [phone]
JOHN JACQUES
PROPERTY
SCALE. NOT TO SCALE
ILI
IVIL DESIGN CONCEPTS, PA
wvrv.civ{Idesignconcepls.com
Environmental
Services, Inc.

VECTORS OF THE FLOWING WATER ARE ALIGNED WITH THE TRUNK'S LONGITUDINAL AXIS.
THE TRUNK SHALL BE INSTALLED SUCH THAT THE TRUNK IS INSTALLED AT APPROXIMATELY
A 1-2% DOWNWARD ANGLE INTO THE STREAM BANK AS SHOWN ON THE DETAIL.
A BOULDER, STONE PLAIN RIP RAP FOR STREAM DETAILS, TYPE D, SHALL BE PLACED ON
THE DOWNSTREAM AND UPSTREAM- SIDE OF THE ROOT WAD BETWEEN THE ROOT FAN
AND THE STREAM BANK TO PROVIDE EROSION CONTROL.
ALL DISTURBED OR FILL MATERIAL SHALL BE COMPACTED TO A DENSITY 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 SHEE"I' C5
s vl
6"
i
PLAN VIEW \\\\
INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE
INSTALLATION OF ROOT WAD STRUCTURE DETAIL FOR:
200 SWANNANOA RIVER RD.
JOHN JACQUES C C PHOLlE,N0 -536 Environmental
PHONE L LE. 252-5388
CIVIL DESIGN CONCEPTS, PA FAR(828)252.5305 Services, Inc.
PROPERTY
Www.cM daclgnconcepLa.com
SCALE NOT 10 SCALE IC6

N

SLOPE INSTALLATION
t
NORTH
AMERICAN (30 cm)
GREEN
(Scm-725cm) fi'
(IS cm)
(
1 } V 4 _"
t? (15 cm)
38
3A 7.5cm
5
Vi .:iiiiii.C?`
...
.::::
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 snTCH"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" (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.nagreen.com
EROSION CONTROL MATTING DETAIL
NOT TO SCALE
EROSION CONTROL MATTING DETAIL FOR:
G
2DO
SWANNANOA RIVER RD.
r4' ASH£VIl1 E, NC 28805 Environmental
JOHN JACQUES PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAx AS(828)252-5385 Services, Inc.
PROPERTY
??H/" www.cfvHAea{Qnconcepfs.com
SCALE 110T TO SCALE C7L

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 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT
THE RATE OF 1,000 LBS PER ACRE.
j
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 SWANNANOA RIVER RD.
8'"°?05 Environmental
JOHN JACQUES PHONE [phone]
PHONE(
fAX[phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.tivildeeignconcepb.eom EC

SCALE: NOT TO SCALE 8

i BUNCOMBE COUNTY
EWP PROJECT
SANDRA DEBRUHL PROPERTY
31
98 SHORT STREET, CANDLER, NC 28715
PIN: 9607.19-62-6126
HOMINY CREEK
BUNCOMBE COUNTY SITE NUMBER: 161
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET'
ASHEVILLE,, NC 28801
(828 250-4786
PREPARED BY

200 SWANNANOA RIVER RD.
ASHEVILLE, NO 2
PHONE (028
PHONE [phone]
FAX [phone]
cac
CIVIL DESIGN.CONCEPTS, PA
http:l/www.clvlldeslgnconcepts.coml
SCOPE OF PROJECT
SLOPE BANKS BACK
- RE-VEGETATE BANKS
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE APRIL 20, 2005
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Name: ENKA Caption: Sandra DeBruhl
Date: j r7/2005
Scale: 1 inch equals 2000 feet
_J
Copyright (C) 1997. Maptech, Inc.

DAMAGED AREA
Q,IR??ONS:
- FROM 1-40W TAKE THE US-19/US-23 EXIT - (EXIT 44) -
TOWARD W ASH EVILLE/ENK
A- CANDLER.
- TURN RIGHT ONTO US-74 ALT/US-19/US-23. CONTINUE TO FOLLOW US-19/US-23.
- TURN LEFT ON PALLET RD.
- TURN LEFT ON MOSS ST.
- TURN RIGHT ON SHORT ST.
- END AT 98 SHORT ST.

AERIAL PHOTO FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE,NC28806 Environmental
:SANDRA DEBRUHL PHONE[phone]aa
FAX[phone]
Services, Inc.
CIVIL DESIGN CONCEPTS, PA
• PROPERTY .. w ww.civildeslgncwicepis.com
Cl
_ -SCALE :.NOT TO SCALE

UPSTREAM VIEW
1A
STREAM DAMAGE REPAIR I'D R:
200 SWANNANOA RIVER RD.
ASHEVILLE. NO 28805 Environmental
PHONE [phone]
SANDRA DEBRUHL c FAx(e2e) 2sz-a3es Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.civildeelgnconcepls.cwn
'.. SCALE NOT TO SCALE Fae
EXISTING BANK
_ PERMANENT/TEMPORARY SEEDING
1,- i; `T - - UNDER EROSION MATTING
EXISTING BANKFULL
Win BANK ® MAX 2:1
SLOPE WITH NAG S150 EROSION
CONTROL MATTING OR
APPROVED EQUIVALENT
77, F
EXISTING STREAM BED
BACKFILL AND BANK STABILIZATION DETAIL
NOT TO SCALE
s
. BACKFILL AND BANK STABILIZATION DETAIL FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 26805 Environmental
PHONE (
DEBRUHL G C AX(M6252-5368
(BZ6) 252.2.5385 Services, inc.
X
`SANDRA FA
CIVIL DESIGN CONCEPTS, PA
PROPERTY w .clvlldesigmoncepts.com

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)
BLANKET. SOIL WITH A ROW OF
(Ocm) APART ACROSS SECURE THE WIDTH O OVER COMPACTED
APPRXIMATELY COMPACTED SOIL
PORTION OF N SPACED BACK R SEED
STAPLES/STAKES
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
ENSURE ON BLANKET TYPE. TO INSTALLED ON TOP) EVEN WTHTHEOCOLORED SEAM STT H'ON THE N PREVIOUSLY INSTALLED BLANKET BLANKET (BLANKET BEING
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" (15crn) MAY BE NECESSARY
PROPERLY SECURE THE BLANKETS.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040.
www.nogreen.com
EROSION CONTROL MATTING DETAIL
NOT TO. SCALE
'. EROSION CONTROL MATTING DETAIL FOR:
SANDRA DEBRUHL
PROPERTY

200 SW/WNAN 28 RIPER RD.

AS
ASHEVILLE, NC 28805

ironmental
*En v
PHONE[phone]
C
Inc
es
i
S
FAX[phone] .
,
c
erv
CIVIL DESIGN CONCEPTS, PA
www.cNlldaelynconcepls.com C4
ISCALF: NOT TO SCALE
SLOPE INSTALLATION
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 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:
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28805 Environmental
SANDRA DEBRUHL G PHONE [phone]
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
-- - w .CMIdesi0nconcepls.com
SCALE: NOT TO SCALE
[Fwd: [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" <[e-mail]>
Organization:NC DENR
To:Alan Klimek <Alan.KlimekPncmail.net>, Jim Simons <Jim.Simons(a,ncmail.net>,
David Vogel <David.VogelPncmail.net>
CC:Johanna Reese <Johanna.Reese(o),ncmail.net>, Nann Guthrie
<[e-mail]>
`x.'`11: 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.
1 of 2

3/17/2005 6:46 A]
[Fwd: [Fwd: [Fwd: STream Clearing Activities]]]
Robin W. Smith <robin.w. smitha,ncmail.net>
Assistant Secretary of Planning & Policy
Office of the Secretary
NC DENR
Content-Type: message/rfc822'
[Fwd: [Fwd: STream Clearing Activities]]
Content-Encoding: 7bit
Content-Type: message/rfc822
[Fwd: STream Clearing Activities]
Content-Encoding: 7bit i
Content-Type: application/m sword.!
?EWP letter to counties.doc I
Content-Encoding: base64
Content-Type: application/msword
Stream-Clearing Activities-3.doc
Content-Encoding: base64
2 of 2 3/11/2005 6:46 Al
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.