20051603 Ver 1_Complete File_20050818

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Earl T. Sheppard
817 Sunset Drive
Pilot Mountain, NC, 27041
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Sheppard:
October 3, 2005
DWQ# 05-1603
Surry County
You have our approval to conduct stream restoration, enhancement, and preservation activities, in accordance
with the attached conditions, along a total of 1,442 linear feet of an unnamed tributary to Tom's Creek on the
Sheppard property located on Marshall Johnson Road near Westfield in Surry County, as described in your
application received by the Division of Water Quality on August 18, 2005. After reviewing your application,
we have determined that this activity is covered by General Water Quality Certification Number 3495, which
can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 1,442 linear feet Unnamed tributary to Tom's Creek located on
the Sheppard property on Marshall Johnson
Road, near Westfield, Surry Count

NOne
hCarolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htta//:h2o.encstate.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 500% Recycled/10% Post Consumer Paper
\lr. Earl T. Sheppard
Page 2, DWQ 05-1603
October 3, 2005
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Erosion and Sediment Control Planning and Design Manual or the
Xorth Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance with the appropriate turbidity water quality standard (50
NTUs in streams and rivers not designated as trout waters by DWQ; 25 NTUs in all saltwater classes
and all lakes and reservoirs; 10 NTUs in DWQ Classified trout waters). Such measures must equal or
exceed the requirements specified in the most recent version of the North Carolina Sediment and
Erosion Control ttfanual. These measures must be maintained on all construction sites, borrow sites,
and waste pile (spoil) sites, including contractor owned and leased borrow pits, which are associated
Nvith the project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing
all restored stream reaches.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
Triage Check List
8/22/05
F I L r. C 04, P
Date: Project Name: Sheppard Stream Restoration
(Ut Toms Creek)
DWQ#: 05-1603
Daryl Lamb, Winston-Salem Regional Office County: Surry
To:
60-day processing time:
From: Cyndi Karoly Telephi
The file attached is beir
Please c
8/18/05 -10/16/05
ins m 722 0771
your evaluation.
e.
? Stream length impacted
? Stream determination
Wetland determination and waters on USFW topo maps
? Minimization/avoidance is
? Buffer Rules (Neuse, Tar- am ico, a aw-Da, Kunuwniun)
? 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!
_Lz,o k. 10 ? 3 5
F Certification of Completion
DWQ Project No.: O s c- County: 51, MAR 9 2006
f? <
Applicant: &C e- 0€ oE
? ?Lm vyt71 dh^ r .,.,.,r
J \J
Project Name: QAvI S C,l eP?C 4xca ?101 V016 r'S
Date of Issuance of Wetland Permit: U ?. ;?Oo
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
Agent's Certification
I, US LL uC, ? ?UE? L hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supp i g materials.
Signature: Date:
If this project was designed by a Certified Professional
I, ' /tt?i? - , as a duly registered Professional (i.e., Engineer,
Landscape Architect, S eyor, etc.) in the State of North Carolina, having been authorize to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. Z7337 Date -3-7-06 on= -
Office Use Only: Form Version April 2001
20051603
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
'
F ,,
I: Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (N11 d for
mitigation of impacts (see section VIII - Mitigation), check here: ? ff9MfflR[9 0
II. Applicant Information AUG ! 8 2OU5
DENR - WATER QWU LI TY
1. Owner/Applicant Information V&7L NDSAND STORb1WATER BFW4CH
Name: Earl T. Sheppard
Mailing Address: 817 Sunset Drive
Pilot Mountain NC 27041
Telephone Number: 336-368-4958 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Daniel Taylor
Company Affiliation: Buck Engineering
Mailing Address: 8000 Regency Parkway
Suite 200
Carv NC 27511
Telephone Number: 919-459-9011 Fax Number: 919-463-5490
E-mail Address: dtaylor ,bucken ini?g.com
Page 3 of 11
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 I1 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: Sheppard Stream Restoration Project (UT to Toms Creek)
2. T.I.P. Project Number (NCDOT Only): NIA
3. Property Identification Number (Tax PIN): 5978-00-39-1930
4. Location
County: Surry Nearest Town: Pilot Mountain
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
From Pilot Mountain. NC. take Old Westfield Road north towards HWY 89. Turn right onto
Mule Road turn left at the first street to the left. Follow this to the project site.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The site is currently used for pasture land.
7. Property size (acres): 64
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Toms Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 11
10. Describe the purpose of the proposed work: To restore the Sheppard reach of the UT to
Toms Creek by stabilizing areas of erosion using natural channel design methods and the
planting of a riparian buffer.
11. List the type of equipment to be used to construct the project: Tracked excavator, track
loader and dump trucks.
12. Describe the land use in the vicinity of this project: The current land use in the project area
is pasture.
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.
No prior jurisdictional determinations and/or permits have been requested and/or obtained for this project.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No future permits are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 11
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. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httl2://www.fema.go v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of
Stream
Average Width of Perennial or
Site Number Type of Impact* Impact Name** Stream Before Impact Intermittent?
indicate on ma linear feet leasespecify)
Slight Channel
UT
Toms
Sheppard Reach Relocation and 1,442
Cr
Creek 8 Perennial
Enhancement

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,442
Page 6 of 11
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
(if applicable) Type of Waterbody
(lake> pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Proposed impacts are required to restore the given unmanned tributary to Toms Creek by
naturally stabilizing the channel, providing habitat and a vegetative buffer.
Page 7 of 11
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stn-np,ide.htlnl.
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 This project is not for the purpose of mitigation
Page 8 of 11
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 11
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone l extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 11
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
N

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Surry Co.
L
Exhibit 1.1. Project Vicinity Map
Sheppard Site
0 0.350.7 1.4 2.
biles
• ?,
rf a
TIC-
Aug 16 OED 03:33p usda 38GO828 p.2
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) _ Expires December 31, 2(04
The Publi ; burs en for this collection of information is sastimated to average 10 hours per response, although the majority of
5, hours 0' less. This Includes the time for reviewing instructions, searching existing data sources, ai application six utd require
compktir j and reviewing the collection of information. Send comments regarding this burden gathering and maintaining as act the data neede d, and
inforrrWie n, inc luding suggestions for reducing this burden, to Department t)sti or any other aspect of this fo r orof Defense, Washington Headquarters Service Directorate e o of f Info ation
Operation; and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Bu igat,
Paperwor ; Rod, mlion Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provisio t of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB cc ntrol
number. 'Ieasr DO NOT RETURN your form to either of those addresses. Compfated applications must be submitted to the District Engineer having
jurisdictio i over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authoritk s: Ri tors and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research end
Sanctuari m Ac , 33 USC 1413, Section 103. Principe! Purpose: Information provided on this form will be used in evaluating the applicatior • for a
permit. F outim ! Uses: This information may be shared with the Department of Justice and other federal, state, and local govemment agent ies.
Submissk n of r squested information Is voluntary, however, if information is not provided the permit application cannot be evaluated nor car a permit
be issued
Una sot o I a)rigi i al drawings or good reproducible copies which show the location and character of the proposed activity must be attached t• r this
applicatio r (see sample drawings and instructions) and be submitted to the District E
actrvrty. • 1n ap rotation that is not completed in full will be returned. r?gntaer having jurisdiction over the location of the proposed
?--- _-. t17tf?bfS f T14,711 A TA PC Ca I &A nv •..,?
1. APPLIt ATIC N NO.
5 APPLIC ANT' NAME
Earl
T. Sheppard
Ei. APPLICANT'; ADDRESS:
87.7 Su iset Drive
Pilot lour twin, NC 27041
7.. AfPLiC nt 1 . HONE NOS. WIAREA C
a- Residence 33G-368-4958
b. Bur nesn
1 ,,ereby au thoriz ), Darn!
furnish, up to rata st, up
r
APPI !CANT'S S
r A I tee NT Or= AUTHORIZATION
for 4,nation k ? q .) to act in my behalf as my agent in the processing of this applicatic and in sup rt of this permit application.
--?
DATE
?..®® tea, NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
17, fROJE-fNjJAEOR T11LE
ao;,auiro,,•
She(-iz ar 3 Stream _Restoration
I' . NAME L5F 1V k7ER€30DY IF KNOVVNy;trnWwa i
UT t (; T,)ras Creek
$5. LOCAT ON C F PROJECT!
14. PROJECT STREET ADDRESS ftd„px.xaA?1
N/11
Su:-ry North Carolina
_--7JNTY STATE
01 HEf LOC. \TION DESCRIPTIONS, IF KNOUVN, iSCR ;.e;:ICecti0.2tl -- _- ?•
TOWTIsil.(; cf Pilot Mountain, NC
17, OiRECI IONS TO THE SITE
Prom PaAot Mountain, NC, take Old Westfield road north towards HWY 89. Turn right onto Mule
Road, turn left at the first street to the left. Follow this to the project site.
1
2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION C )MPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE ten epem is nc[ ?uvuarsl.
Daniel Taylor
9. AGENT'S ADDRESS
Buck Engineering -8000 Regency Pkwy, Str. 200
Cary, NC 27511
a. Residence
b. Business 919-463-5488
?NRTMW'l g fu ° EDITION OF FEB 04 IS OBSOLETE.
(Proponent: Cf CW-pR)?
Rug 16 OE, 03:33p usda 3869828 p,3
18- Nat ire of Activity Joss( p(i_ t p ojecr, iridude aAlcwrvaJ
Stream R(!storation; restore channel dimension and profile. In-stream structures will be
added in certain locations for stability and habitat creation.
19. Prof iet Ri (pose OOM=be me reason a purpose o: the p ojc?T, see invnsr ansl
Restore the given reach of UT to Toms Creek by naturally stabilizing the channel, providing
habit_it-, and a vegetative buffer.
USE BLOCKS-20-22 IF DREDGFh AND/OR FILL MATERIAL tS TO ?g DISCHARGED
20. Rea: Dn(s) for Discharge
y21. Typi is) of Material Being Discharged and the Amount of Each Tvne in Cubic Yards
22. Surfi tv Ai ea in Acres of Wetlands or Other Waters Filled r m vsrructi-)
23. is Ai y Por oon of the'JVork Already Complete? Yes = No " IF YES, DESCRIBE THE COMPLETED WORK
24. Addr, yses if Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
plea .e att: ;ch a supplemental list).
Edwin ?ox 4611 Powder Mill Rd., Chapel Tull,NC
David 7oh;son: 414 Marshall Johnson Rd., Pilot Mountain NC
Patti J 7f1n: on. 3951 Marshall Johnson Rd., Pilot Mountain NC
25. List o Oche r Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Applicx lion.
tGENCY TYPE
N/A
IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DEN
Would in buds Lut is not restricted to zoning, building and flood plain permit; J
2S. Applic ation s h9ruby made for a permit or permits to authorize the work described in this application. I certify that the information in thi ;
vp:ic rLon i ; complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting a : the
duly a ithori red agent of the applicant.
SIG VATURE OF APPLICANT DATE SIGNATURE OPAGENT DATE `
The nh dicati;n must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
;n nhori :ed a-, ant if the statement in block 11 has been filled out and signed.
18 O.S C. St ction 1001 provides that: Whoever, in any manna witf:in the jurisdiction of any department or agency of the United Stales
knowinj ly an, I willfully h4sifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulm t stat ¦ments or representations or makes or us= any false writing or document knowing same to contain any false, fictitious or
fraudulen state mants or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
I

t PILOT VIEW
?

• 0255R 1 9
c
'° °
?.°? RC&D
rv END CONSTRUCTION
TA. 24+14.36
? URR CO UNTY
Rs Q?
e
P
?
PROJECT
SITE
LOCATION: UNNAMED TRIBUTARY TO TOMS CREEK
e!k -A
aO?tr??
?
1 t? ' r ~ tJ\
/ •A
4°
gCl
0 NTAIN Q -, .. e ,
TYPE OF WORK: STREAM RESTORATION

VICINITY MAP

/8 JI // z
N
/ x
INDEX OF SHEETS
1------------ TITLE SHEET
1-A • • • • • • • • • • STREAM CONVENTIONAL SYMBOLS

%
x +
J
GENERAL NOTES, STANDARD
SPECIFICATIONS, AND
VEGETATION SELECTION
j
x x _x '" r i?

1-13 • • • • • • "" CONVENTIONAL SYMBOLS
2 TO 2
13 • • • • • TYPICAL POOL AND O
•
RIFFLE CROSS SECTIONS,
STRUCTURE DETAILS */ ?J ^ I I x??i' J
3............ CONSTRUCTION SEQUENCE
4TO5 -••-•- PLAN AND PROFILE VIEW OF
PROPOSED AND EXISTING
------

STREAM DESIGN +
406
/4 Ilk °
i
SOS
S?o
y?rF
:D
C::

BEGIN CONSTRUCTION
STA
10+00
00
.
.
1 T ? tia
? L1

PRO
ECT LEN
TH
GRAPHIC SCALES
DESIGN DATA J
G
EXISTING STREAM LE
G PREPARED IN THE OFFICE OF:
???? BWO R. Cary, v,Y NoM e,L?rolMrylm S, *ft w 700
h .:61
53
We PROJECT ENGINEER
ao 20 o ao 80 EXISTING N
TH = 1,442 FEET ZNo wff-
/
-
PROPOSED DESIGN STREAM LENGTH = 1,414 FEET
PLANS D
SI 85
®

40

20 0 40 80 E
GN STREAM TYPE
BANKFULL XSEC AREA c

12
PREPARED FOR THE OFFICE OF :
PILOT VIEW RC&D
KEVIN L. TWEEDY

PROJECT EYGA7PR
PRELIMINARY PLANS
W NOT USR FOR CONMUCnON
2714 HENNING DRIVE
BANKFULL WIDTH 12
WINSTON SALEM
N AUGUST 2005
PROFILE (HORIZONTAL)
BANKFULL DEPTH
0.9 ,
C 27106 LETTING DALE
DANIEL M. TAYLOR
4 2 0 a 8 VyD RATIO 14
CONTACT. CHARLES ANDERSON
PROJECT DESIGNER
PROFILE (VERTICAL) PROJECT MANAGER PE
SIGNA.

STREAM CONVENTIONAL

SUPERCEDES SHEET 1B

LOG VANE p ° p

°
LOG WEIR
-iIHIHIHII-
ROOT WAD
®
LOG CROSS VANE
?_
Q?
0 J-HOOK ®
Q
C= ROCKVANE
oQ===? TEMPORARY SILT CHECK
SYMBOLS

OULDER CLUSTER

SILT FENCE

SAFETY FENCE

CONSERVATION EASEMENT

TRANSPLANTED VEGETATION

ROCK STEP POOL PROJECT REFERENCE NO. SHEET N0.
STANDARD SPECIFICATIONS 02' I /-A
PROJECT ENGINEER

N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993 PRELIMINARY PLANS
DO NOT UM FOR CONSl UMON

6.06 CONSTRUCTION ACCESS
6.62 ROCKDAM

6.63 SILT FENCE BUC C.ry N? 27511
Ph Is: 91"53 5488
iNOfNCCnlno , Fu /1DJ6}519°
6.70 TEMPORARY (FORD) STREAM CROSSING
(USE THIS SPEC. FOR TEMPORARY AND
PERMANENT CROSSINGS)
DO NOT PLACE MATERIAL IN THE CHANNEL
BED WHEN CONSTRUCTING CROSSING.
FOOT BRIDGE
X

TREE REMOVAL

GENERAL NOTES
L J TEMPORARY STREAM
r-I CROSSING
a
TREE PROTECTION Grading activities will be performed in the dry as much as possible. A pump around
LJ PERMANENT STREAM sequencewill be used during construction. For instances in which the Contractor must
CROSSING
r? (D
ROCK CROSS VANE PLAY GROUND EQUIPMENT work within the stream, all equipment shall be removed from the channel at the end of
each working day. Silt checks shall be used in appropriated locations. The Contractor
WING DEFLECTOR CONSTRUCTED RIFFLE shall not disturb more area than can be stabilized in oneworking day. Erosion control
matting and temporary seeding shall be placed on all disturbed banks.
DOUBLE WING DEFLECTOR TRANSPLANTS
Excavated material will be temporarily stockpiled in designated areas. Silt fence shall be
® FILL EXISTING CHANNEL used to prevent sediment migration from the stockpiles toward the open channels on site.
DOUBLE DROP CROSS VANE Any stockpiled soil which is not used within 15 working day or 30 calendar days,
O ?0 ® CONTROL POINT whichever is sooner, shall be covered with temporary seeding.
NOTE: NOT ALL SYMBOLS MAY BE USED.
SEEDING VEGETATION SELECTION
PASTURE SEED MIX (10 LBS PER ACRE): ORCHARD GRASS 50%
LADINO CLOVER 50% BARE ROOT VEGETATION
TO BE APPLIED TO ALL DISTURBED AREAS OUTSIDE OF THE RIPRARIAN BUFFER LIMITS.
BARE ROOT VEGETATION TO BE PLANTED ALONG BOTH SIDES OF THE NEW CHANNEL STREAM BANKS
PERMANENT RIPARIAN MIX (10 LBS PER ACRE): DEER TONGUE 50% ABOVE BANKFULL ELEVATION IN THE DESIGNATED CONSERVATION EASEMENT SHALL CONSIST OF A
SWITCH GRASS 50% RANDOM ASSORTMENT OF SHRUB AND TREE SPECIES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
TO BE APPLIED TO ALL DISTURBED AREAS AND STREAM BANKS WITHIN THE RIPRARIAN COMMON NAME SCIENTIFIC NAME
BUFFER LIMITS.
SYCAMORE (Plantanus occldentalls)
LIVE STAKING BLACK CHERRY (Prunus serotlna)
PERSIMMON (Dlospyros vlrglnlcna)
LIVE STAKING SHALL CONSIST OF A RANDOM ASSORTMENT OF MATERIALS BLACKGUM (Nysso sylvotlco)
SELECTED FROM THE FOLLOWING: SPICEBUSH (Undero benzoln)
TAG ALDER (Alms serrulato)
COMMON NAME SCIENTIFIC NAME
SILKY DOGWOOD (CORNUS AMOMUM) THE FOLLOWING SPACING GUIDLINES OF ROOTED SHRUBS AND TREES ARE PROVIDED IN THE FOLLOWING TABLE.
BLACK WILLOW (SAL(X N1GRA)
I SILKY WILLOW (SAL1X SERICEA)

e
TYPE SPACING # PER 1,000 sq ft
ELDERBERRY (SAMBUCUS CANADENSIS) SHRUBS AND TREES (10-25 ft) 6 TO 8 ft 15 t0 25
OTHER SPECIES MAY BE SUBSTITUTED UPON APPROVAL OF
r ENGINEER/PROJECT MANAGER.
PLANTING SHALL TAKE PLACE IN THE FALL. STAKES SHOULD BE INSTALLED CLEARING AND GRUBBING
RANDOMLY 2 TO 3 FEET APART USING TRIANGULAR SPACING OR AT A DENSITY OF 150 STAKES PER 1,000 SQ FT THE FOLLOWING INVASIVE VEGETATION SHALL BE REMOVED FROM WITHIN THE DESIGNATED
o ALONG THE STREAM BANKS BELOW BANKFULL ELEVATION. CONSERVATION EASEMENT:
s FESCUE GRASS
MULTIFLORA ROSE
PRIVET

a

D
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ................. .....................
- - - -
Prop. Slope Stakes Cut ........................ _ _ _
Prop. Slope Stakes Fill ........................
Prop. Woven Wire Fence ...................... -) e
Prop. Chain Link Fence ..................... -E3 B
Prop. Barbed Wire Fence ..................... -e-0
Prop. Wheelchair Ramp ......................
Curb Cut for Future Wheelchair Ramp -------
Exist. Guardrail ............................... _
Prop. Guardrail ................................ . . .
Equality Symbol ..............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................ 4
Existing Right of Way Marker .................. Q
Exist. Right of Way Line wMarker ............. - -? -
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) ..............
Prop. Right of Way Line with Proposed
(Concrete or Granite) W Marker ...........
Exist. Control of Access Line ................... -;

Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -E-
Prop. Temp. Drainage Easement Line ......... _roE-
Prop. Perm. Drainage Easement Line ......... -aoE-
HYDROLOGY
Stream or Body of Water ....................
River Basin Buffer .............................. -RBB-
Flow Arrow ....................................
Disappearing Stream .......................... _
Spring ......................................... 0--
Swamp Marsh ................................. ?V_
Shoreline ....................................... -------
Falls, Rapids ....................................
Prop Lateral, Tail, Head Ditches ..............

STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ............... "N' 3
Wing Wall, Head Wall
and End Wall ............................. CONC rw(
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .......................... EIS
Pipe Culvert ...................................
Footbridge ...................................... >-------<
Drainage Boxes ................................ ? ca
Paved Ditch Gutter .......................... - - - -
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ...............................
Prop. Power Pole .............................. b
Exist. Telephone Pole ..........................
Prop. Telephone Pole .......................... .o.
Exist. Joint Use Pole ............................ 4-
Prop. Joint Use Pole ........................... .b.
Telephone Pedestal ............................ fD
U,G Telephone Cable Hand Hold -..........
Cable TV Pedestal ............................
U,G TV Cable Hand Hold ....................
U,G Power Cable Hand Hold ................. El
Hydrant ........... .... .......................... 4
Satellite Dish ................................... YJ
Exist. Water Valve ..............................
Sewer Clean Out .............................. 0
Power Manhole ................................
Telephone Booth ............................... ID
Cellular Telephone Tower ...................... ,
Water Manhole .................................
Light Pole ...................................... Q
H-Frame Pole .................................. e-?
Power Line Tower ..............................
Pole with Base ................................ p
Gas Valve ..................................... a
Gas Meter ..................................... 0
Telephone Manhole ............................ 0
Power Transformer ............................. 0
Sanitary Sewer Manhole ....................... 0
Storm Sewer Manhole ........................ OS
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... O
A
Traffic Signal Junction Box ..................... 3]
Fiber Optic Splice Box ......................... I]
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement........... - rs-+s-
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - .- ,- .
Sanitary Sewer ................................ -ss-ss-
Recorded Sanitary Sewer Force Main ...... -rss-rss-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss-rss-
Recorded Gas Line r o
Designated Gas Line (S.U.E.*) ................ _ -c-_
Storm Sewer .................................. . s-;-
Recorded Power Line ......................... ??-
Designated Power Line (S.U.E.*) ............. _ -.- ---r_ _
Recorded Telephone Cable .................. -s-,-
Designated Telephone Cable (S.U.E.*)
....... __r- -f- -
Recorded UG Telephone Conduit ....... -rc-rc-
Designated LYG Telephone Conduit (S.U.E.*) --rc--rc--
Unknown Utility (S.U.E.*) .................. -
run-",n-Recorded Television Cable - - - - - - - - - - - - - - - -h-,y-
Designated Television Cable (S.U.E.*)
....... --rr--rv--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) .....
Exist. Water Meter ........................... 0
USG Test Hole (S.U.E.*) -----------------------
Abandoned According to U/G Record........ AMW
End of Information ............................ LU
BOUNDARIES & PROPERTIES
State Line
County Line
Township Line .................................- ------
City Line ........................................ - ----
Reservation Line ................................ _ ------
Property Line ...................................
Property Line Symbol .......................... R
Exist. Iron Pin ..................................
Property Corner ................................
Property Monument ............................
Property Number ..............................
Parcel Number ................................. p}
66
Fence Line .................................... -x-x-x-
Existing Wetland Boundaries .................. "- WB? _
High Quality Wetland Boundary .............. -No n13-
Medium Quality Wetland Boundaries........ -„a nB-
Low Quality Wetland Boundaries ............. -1.0 WLB-
Proposed Wetland Boundaries ................ -s113-
Existing Endangered Animal Boundaries ...... - - EAS- -
Existing Endangered Plant Boundaries ........ - -EPB- -
BUILDINGS & OTHER CULTURE
Buildings ......................................
Foundations .................................... rJ

Area Outline ................................. CN-r
-
Gate ...........................................
Gas Pump Vent or WG Tank Cap ............
Church ........................................ rN
School .........................................
Park .......................................... r --
]
Cemetery ....................................... --
Dam ...........................................
Sign ............................................ o

Well ............................................ o
W
Small Mine ....................................
sc
Swimming Pool ................................
TOPOGRAPHY
Loose Surface
Hard Surface
Change in Road Surface ....................
Curb ...........................................
Right of Way Symbol ...................... . . . R/W
Guard Post .................................... 0CP
Paved Walk
Bridge .........................................
Box Culvert or Tunnel - - - - - -
Ferry
Culvert
Footbridge ..................................... ..............
Trail, Footpath ................................ .
Light House
VEGETATION
Single Tree .................................... C?
Single Shrub .................................. o
Hedge ......................................... r
Woods Line .....................................
Orchard ....................................... Q4i44Q
Vineyard ...................................... r rrErARn
RAILROADS -
Standard Gauge ...............................
ar rnusrutruo
RR Signal Milepost ......................... o
rte,
Switch ......................................... o
b
P
TYPICAL STRUCTURE PLACEMENT
STRUCNRE NOTES:
1. GENERALLY CROSS VANES, ROOT WADS,
VANES, CONSTRUCTED RIFFLES AND COIR
FIBER MATTING WILL BE INSTALLED IN THE
LOCATION AND SEQUENCE AS SHOWN.
2. ADDITIONAL STRUCTURES OR CHANGES
TO STRUCTURE LOCATIONS MAY BE MADE
BY THE DESIGN ENGINEER DURING
CONSTRUCTION.
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
1 0%
p/ MAT BANKS WITH COIR FIBER MATTING
\ R? (SEE SPECS)
I ? ? / ml
of
_i
w
ROOTWADS
(NUMBER AND
TO BED
DETERMINED
IN THE FIELD)
TOP OF BANK
TYPICAL RIFF
_ 1
C
m
v
N
N
a
a
w
N
N
N
c
a
a
rn
RIFFLE POOL
13 17 Wov
1.2 2.3 D-MRR
W70TH TO DEPTH RATIO
12 23 BANKFULL AREA
85 3 V&
Wpool
M f
P Pod
7 I 9
POOL
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NO. SHEET NO.
PROIECF ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSYRUCIION
PUBLIC ROAD
-------------------------
PUBLIC ROAD WASHED S'MINIMUMI THICKNESS OF
CLAS CLASS A STONE
ASTONE 0
FILTER FABRIC
NOTES.
SPECIFICATION No.6.D6- CONSTRUCTION ACCESS 'N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL DECEMBER 1983'
LOG BURIED
BELOWSTRFAMBED 717
BAN KFULL
L \ Vi
\
\ \
\
20'JD'
® TRANSPLANTS
OI
LOG BURIED
IN STRFAMBANK
AT LEAST S'
PLAN VIEW
LOG VANE
BUCK BWp Rpmq P?Mq 51100
C?7. NaR? CoMnm 27 11511
Ph,,,: 919 3.5/RR
[NO IN ai111N0 ru?uiuesHSo
TRANSPLANTS
TOP OF STREAMBANK
FLOW i `
'
STRFAMBED i
10°?°
i
4H+

i
1.'
NOTES:
PROFILE VIEW
1. LOGS SHOULD BEAT LEAST 10' IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. TRANSPLANTS ARE PLACED ALONG THE TOP OF THE BANK OVER THE BURIED LOG VANE TO PROTECT AGAINST
EROSION DURING HIGH FLOWS.
NOTES.'
1. COIR FIBER MATING TO BE INSTALLED ON
ALL RESTORED STREAMBANKS.
2. IF ROOT WADS DO NOT COVER ENTIRE SLOPE ON OUTSIDE
OF MEANDER BENDS, COIR FIBER MATTING IS NEEDED.
ROCKVANE
IN. MAT BANKS WITH COIR FIBER MATTING
.`? (SEE SPECS)
ROCKVANE
PAS lel
CONSTRUCTED RIFFLE
MAT BANKS VATH COIR FIBER MATTING
(SEE SPECS)
DMax
77 ryA
RIFFLE A-A
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
AND BANKFULL BENCH CROSS SECTIONS

CONSTRUCTED RIFFLE PROJECT REFERENCE NO. SNEEi NO.

TRANSPLANTED VEGETATION .A
PROJECT ENGINEER
TRANSPLANTED VEGETATION AND ROOTMASS
A PRELIMINARY PLANS

® ®

® ELEVATION POINT
pF BANK o F TOE OF BANK BO NOT USE Pox CONSTRUMnON
® \
/ ®
\ /
` TOP OF BANK
® ,,gg
S? A
B
C
II .
pp
t 0?8? 12 YM:IO
®

/ ®
® B
B
BOO` Rpn
8
200
FIDE F?CK
IILF?iQ YF+YFR1 W C>,y, NOM Cami-27511
----. --------
TOE OF BANK • "63- 4
3
A
PNIM : B1PXBRSBBB
CNOI NL[RINO F»: 510.0.615/90
? 1y ELEVATION POINT
19
V
g
\
VARIES
o
B
p
o
?
a t
B
d
?o HEAD OF
CLASSA STONE RIFFLE
PLAN VIEW #57 STONE BURY BOULDERS 24 INCHES BELOWBED
1E INCHES THICKNESS MIX OF
ONSITE ALLUVUM MATERIAL CUSS A AND CUSS B STONE
TRANSPLANTED VEGETATION AND ROOTMASS
FLOWT
NOTES' L OUOE 1.5m2FT
1
EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
'
RILE
TOP OF STRFAMBANK .
ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED. A
BEGIN EXCAVATION AT THETOE OF THE BANK 5, 5E.
• ,? 2. EXCAVATE TRANSPLANT USINGA FRONT END LOADER

EXCAVATE THE ENTIRE ROOT MASS ANDAS MUCH ADDITIONAL
PLAN VIEW

8
S
.? SOIL MATERIAL AS POSSIBLE IF ENTIRE ROOT MASS CANNOT BE
EXCAVATED IN ONE BUCKET LOAD
THE TRANSPLANT IS TOO LARGE TYPE2
,
AND ANOTHER SHOULD BE SELECTED. FILTER FABRIC

• I
J. PUCE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT PROFILE A-A'
.1 VEGETATION IS ORIENTATED VERTICALLY. NOTES:
` d. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT. 1
BOULDERS MUST BE AT LEAST f. T. T

'
TOE OF BANK
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED. .
.
2 INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OFTHEHEADER
ROCKS AND
EROSION
B. PUCE MULTIPLE TRANSPVSNTSCLOSE TOGETHER SUCH THAT TREA
EXTEN EXTEND WWMVJMDTO THE DEPTH OF THE BOTTOM FOOTER ER ROCKANOTHEN UPSTREAM CONTROL
THEYTOUCH. TOAMIMMUM OF FIVE FEET.
D. DIGATRENCM BELOW THE BED FOR FOOTER ROCKS AND PUCE FILL ON MATTING Dnn
V3 Dmn
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBED.

BOTTOM OF CHANNEL

x
.
S
AND
PUCE
ATBANK ROCKS FIRST AND THEN (TOP) ROCK
HEADER
• ?- NTINLEWI VdRTI
LOWIN MNO ANGLE AND AND SLOPE SLOPESPECIFICATIONT10N5.
COONTINU
CTURE, FOLLOWING
5
.
STRII
E. USE CLASS A STONE TO FILL CAPS ON UPSTREAM SIDE OF BOULDERS
ANDR57STONE TO FILL GAPS ON UPSTREAM SIDE OF CUSS A STONE.
7. AFTER ALL STONE RAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
• STRUCTURE WITH ON-SITE ALLU`AUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK CENTER BOULDER 2-5 FEET
• BELOWADJACENT BOULDERS
SECTION B-B'
CROSS SECTION VIEW
ROOT WADS DOUBLE DROP ROCK CROSS VANE
ROOT WADS WITHOUT TRANSPLANTS ROOT WADS BANKFULL

CROSS SECTION VIEW PLAN VIEW HEADER ROCK
NTS NTS FLOW.
4% TO 8% SLOPE
COIR FIBER MATTING STREAM BED "

TOP OF BANK
FLOOD PLAIN BERM BERM(5T 117 113 117
BOTTOM BOTTOM BOTTOM ELEVATION
NOT TO EXTEND BEYOND WIDTH L WIDTH OF
- FOOTER ROCK
LIMITS OF ROOT WADS. CHANNEL NNEL CHANNEL CHANNEL CKTILL MIX OF
CLASS A CLASS
B,
OPTIONAL AND ON SITE ALLUVIUM FILTER FABRIC
BANIGTILL STAGE
.....; :`.,. ...:-•S _?... COVER LOG
FLOW
vARIE PROFILE VIEW
1 -\7 BASETLOW -i r.. `;
u
t A

I
in OFVRQOi MASK }(/OI{T
'

ANCHOR COVER LOG -
_ N
BF1DW 57RFJ.M
BED • UNDER FOOTER LOGS
y
D

f . •. .... .. .. .. .. OR WITH A BOULDER _
Q
\
A
10.15 FEET LONO
>1B' DIAMETER
i / BACKWATER m

POOL I BACKfILL (ON-SITE AIIWIUM)
FOOTER LOG > 77 DIAMETER INSTALLED BELOW $TREANBED
(OPTIONAL PER DIRECTION OF ENGINEER) ROOT WAD

TRANSPLANTS OR BOULDERS
/ \ t?- S EAMRED
?A?{dF } ?'7

ROOT WADS WITH TRANSPLANTS
CROSS SECTION VIEW FDOTER LOG FOR TRENCHING METHOD
ONLY 5
\ a FILTER FABRIC
NTS I A'?

TRANSPLANTS
SCOUR
/
\ S MINIMUM
OOL
P

1
FLOOD PLAIN BERM (05'MAK Hi.)BERM(Sf TOP OF BANK
.
NOTES SECTION A - A
NOT TO EXTEND BEYOND TRENCHING METHOD: NO GAPS
' LIMITS OF ROOT WADS. IF THE ROOT WAD CANNOT RE DRIVEN INTO THE BANK OR THE HANK BETWEEN
O
• NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD SHOULD BOULDERS> FLOODPLAIN SILL

RANKFULL STAGE BE USED. THIS METHOD REWIRES THAT A TRENCH BE EXCAVATED
FOR THE LOG PORTION OF THE ROOT WAD. IN THIS CASE,A FOOTER \•-? NOTES FOR ALL VANE STRUCTURES'

' LOG SHOULD BE INSTALLED UNDERNEATH THE ROOT WAD IN A TRENCH POOLS(EXCAVATED)PER
;
- EXCAVATED PARALLEL TO THE BANK AND WELL BELOW THE STREAMBED.
ONE-THIRD OF THE 8007 WAD SHOULD REMAIN BELOW NORMAL BASE DIRECTION OF ENGINEER 1. BOULDERS MUST BEAT LEAST 4'x7'x2'.

FLOW CONDITIONS. DEPTH -AVERAGE BANKFULLDEPT Hx 1.5T02.0 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINMNGATTHE MIDDLE OF THE HEADER

c ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK,

T AND THEN UPSTREAM TO A MINIMUM OF FIVE FEET.
..
•
i NOTE4

PLAN VIEW
3. DIGATRENCH BED FOR FOOTER ROCKS AND PLACE FILL ONUPSTREAM
Y
tls'OF!.RODT MASS HHG1tT
Q.
EL
TR
f DRIVE POINT MEMOD:
'
* SIDE DE OFF VANE VANE ARM, BETWEEN EN THE THE ARM ARM AND ANO STREAM BANK

<
START AT BANKFULL AND PLAC
F
QAA
E
Mv S
9E4• SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE
DRIVING
IT INTO THE BANK ORIENT ROOT WADS UPSTREAM SO THAT THE STREAM .
E
OOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK
5
CONTINUE WITH STRU
R
I
i - •. .. .•
FLOW MEETS THE ROOT WAD AT A 90-DEGREE ANGLE, DEFLECTING THE
WATER AWAY FROM THE BANK A TRANSPLANT OR BOWER SHOULD BE .
CTU
E, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
8. AFTER ALL STONE HAS BEENPUCED, FILL IN THEUPSTREAM SIDEOF THE STRUCTURE

PLACED ON THE DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY WTH CLASS A. CLASS B AND ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
T 8 FEET LONG TRUNK
7 IS FORMED BY THE ROOT WAD. THE BOULDER SHALL BE APPROXIMATELY HEADER ROCK
V >17 DIAMETER PX YX Y.
2 FOOTER LOG > f2'DIAMETER INSTALLED BELOW STREAMSED
(OPTIONAL PER DIRECTION OF ENGINEER(
EROSION CONTROL MATTING
PROJECT ENGINEER
PLACE COIR FIBER MATTING IN a INCH DEEP
TOP OF
STREAMBANK TOP OF STREAMBANK TRENCH, STAKE, BACKFILL, AND COMPACT
TOP OF STREAMBANK PRELIMINARY PLANS
...1 .1 ; 1 / DO NOT USE FOR ODNSPRUMON
. ,
'.
PLANT STAKES FROM TOP OF BANK
TO TOE OF BANK IN A DIAMOND SHAPED
STAG GERED PATTERN TOE OF SLOPE

TOE OF SLOPE / 1 1 .. PLACE COIR FIBER MATTING IN 6 INCH DEEP
, TRENCH. STAKE, BACKFILL. AND COMPACT
eoooB.
P,m,x2751700
.
aT. Nan c,.ouM 27511
BUCK
Ph- 91"615488
BOTTOM OF CHANNEL QNOIH [Q RIN ra Ne?svs.ao
PLAN VIEW TYPICAL MATTING STAKE

CROSS SECTION VIEW
T-6 SPACING
N?/1/?MN 71'SPAf.INf:
PLAN VIEW
SQUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING
MIN. 1/Y DIA
7.3'LENGTH
ANGLE CUT
30.45 DEGREES
LIVE STAKE DETAIL
NOTES:
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 1R TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 115 OF STAKE ABOVE GROUND.
BRUSH MATTRESS
STAKES 3 FT
GUAGE GALVANIZED
RE SECURED TO STAKES
BANKFULL ELEVATION
STREAMBED
JCHES MIN PER 3.3 FT.
4ES OF 1 INCH OR LESS

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THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECPSTAKE OR APPROVED EQUAL WITH THE
NOTES: FOLLOWING DIMENSIONS:
1. BANKS SHOULD BE SEEDED PRIOR TO LEG LENGTH 11. DO IN 27,91 CM
PLACEMENT OF MATTING HEAD WDTH 1
16 CM
25IN 3
2. PLACE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIONS. .
.
HEAD THICKNESS O401N 102 CM
3. MATTING STAKES SHOULD BE PLACED LEG WDTH 0.60IN1.52 CM TAPERED TO PON
INA DIAMONDSHAPED PATTERN. LEG THICKNESS O40 IN 102 CM
TOTAL LENGTH 1200IN 30.48 CM
DITCH DITCH
1 1 1 / 1 1 1 1 / 1 1 1 TOP OF STREAMBANK
TOP OF
STREAMBANK STNS
1 / / 1 1 1 1 1 1 1 1 /
/ 1 / 1 1 1 / 1 / 1 1
1 1 / / 1 / 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 / 1 1
1 1 1 1 1 1 1 1 1 / 1 1 COIR FIBER MATTING TO BE
EXTENDED TO TOE OF SLOPE
PLAN VIEW
•i r It ? 4'
WOODEN STAKE
NOTCHED FOR W. RE OR
ROPE WI MIN. 3-FT LENGTH
TYPICAL STAKE
NOTES:
1. BOARD FOR STAKE SHOULD BE 2'x 4'x i6'
2 SAW2 x 4TIMBER DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES
DETAIL
PLAN VIEW
- FLOW -~
NOBS'
1. CREATE 17 DEEP TRENCH
2, STAKE AND WRE BRUSH LAYER INTO TRENCH
3. BACK FILL r OF ONSITE ALLUVIUM OVER BRUSH LAYER
CROSS SECTION
CONSTRUCTION SEQUENCE
The following construction sequence shall be used during construction:
1. Mobil izeequipment and materials to the site and setup staging areas.
2. Restrict construction traffic to the areas denoted as haul roads and staging areas as
much as possible.
3. Silt fencing shall be placed around staging and temporary stockpile areas. Once
construction is completed at a particular working area, temporary seeding and
mulching shall be applied before progressing to a new area The contractor will
not disturb more area than can be stabilized in one working day. Any disturbed
areas shall have temporary or permanent ground cover applied within 15 working
days or 30 calendar days, whichever is sooner, following completion of grading
activities in that area
4. The sequence in which the Sheppard reach is constructed is to be decided by the
Contractor. However, all newly constructed, relocated channel sections shall be
excavated in the dry and shall be stable and covered with erosion control matting
before bei ng exposed to stream flow.
5. The in-stream structures shall be constructed in the dry by pumping the stream
flow around the impacted area Temporary coffer dams shall be used at the
upstream and downstream limits of the pump around sections. Activity within the
stream shall be kept to a minimum. Equipment will only enter or cross the stream
as necessary.
6. All disturbed areas shal l be seeded and mulched before leaving the project site.
7. Demobilize equipment from the site.
6. Plant riparian vegetation and permanent seeding at the appropriate time of year.
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PROJECT ENGINEER
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INSTALL BOULDER SILL PER
EXISTING FENCING TO BE r: , \_\• :DIRECTION OF ENGINEER
REMOVED WITHIN BUFFER AREAS

\, \ EXISTING FENCING TO BE
REMOVED WITHIN BUFFER AREAS
BEGIN CONSTRUCTION
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PROJECT ENGINEER
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Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ? n n ? ' S n"3
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information AU G 1 8 ?.005
Name: Earl T. Sheppard
Mailing Address: 817 Sunset Drive WED ANDS AND STORIUWATER RRANCH
Pilot Mountain NC 27041
Telephone Number: 336-368-4958 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:_ Daniel Taylor
Company Affiliation: Buck Engineering
Mailing Address: 8000 Regency Parkway
Suite 200
CM, NC 27511
Telephone Number: 919-459-9011 Fax Number: 919-463-5490
E-mail Address: dtaylorna,buckenszineering.com
Page 3 of 11
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 I1 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: Sheppard Stream Restoration Project (UT to Toms Creek)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 5978-00-39-1930
4. Location
County: S11M Nearest Town: Pilot Mountain
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
From Pilot Mountain. NC. take Old Westfield Road north towards HWY 89. Turn right onto
Mule Road, turn left at the first street to the left. Follow this to the project site.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The site is currently used for pasture land.
7. Property size (acres): 64
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Toms Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mUs/.)
Page 4 of 11
10. Describe the purpose of the proposed work: To restore the Sheppard reach of the UT to
Toms Creek by stabilizing areas of erosion using natural channel design methods and the
planting of a riparian buffer.
11. List the type of equipment to be used to construct the project: Tracked excavator, track
loader and dump trucks.
12. Describe the land use in the vicinity of this project: The current land use in the project area
is pasture
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.
No prior jurisdictional determinations and/or permits have been requested and/or obtained for this project.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No future permits are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 11
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. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.2ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Stream Average Width of Perennial or
Site Number Type of Impact* Impact **
Name Stream Before Impact Intermittent?
(indicate on ma) linear feet leasespecify)
Slight Channel
UT to Toms
Sheppard Reach Relocation and 1,442
Creek 8 Perennial
Enhancement

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwW.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,442
Page 6 of 11
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Proposed impacts are required to restore the given unmanned tributarv to Toms Creek by
naturally stabilizing the channel, providing habitat and a vegetative buffer.
Page 7 of 11
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httj2://h2o.enr.state.nc.us/ncwetlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A This project is not for the purpose of mitigation
Page 8 of 11
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hU:Hh2o.enr.state.nc.us/wa2/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NIA
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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 11
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of l l
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
N>1

cg?,"
Surry Co.
L
Exhibit 1.1. Project Vicinity Map
Sheppard Site
0 0.350.7 1.4 "Liles
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Aug 16 OED 03:33p
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3869828
p.2
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 07 10-0003
(33 CFR 325) Expires December 31, 2(04
The Publi ; hurt an for this collection of information is sastimated to average 10 hours per response, although the majority of applications slH uld rem quire
5 hours r, less. This Includes the time for reviewing instructions, searching existing data sources- gathering and maintaining the data neede d, and
oompletir a and reviewing the collection of information. Send comments regarding this burden estimatie or any other aspect of this collactioi i of
informatic n, int luding suggestions for reducing this burden. to Department of Defense, Washington Headquarters Service Directorate of Info motion
Operation i and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Bu fgat,
Paperwor ; Red tetion Project (0710-0003) Washington. DC 20503. Respondents should be aware that notwithstanding any other provislo t of law,
no person stall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB cc ntrol
number, zfease DD NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jutisdictio t ovet the location of the proposed activity.
PRIVACY ACT STATEMENT
Authoritk s: Ri rers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research snd
Sanctuari is Ac , 33 USC 1473, Section 103. principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. F outinr! Uses: This information may be shared with the Department of Justice and other federal, state, and local govemrtwrrt agent ies.
Submissk n of i equested information Is voluntary, however, if information is not provided the permit application cannot be evaluated nor car a permit
be issuad
Ona sot e i origi tail drawings or good reproducible copies which slow the location and character of the proposed activity must be attached t, t this
"p Iicatio t (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the prop,sed
activity. ,1n ap 0kation thin is not completed in full will be returned.
!TUN7 TH U 4 O FC E
!. APPLICATION NO. 2. FIELD OFFICE CO"
DE 3. GATE RECEIVED
4. DATE APPLICATION C )MPLETED
- - y-- - el
5. APPLIt ANT' 3 NAME
Earl T. Sheppard
Ei_ APPLIC ANT'; ADDRESS
317 Sulset Drive
Pilot 4aurtain, NC 27041
t. A^,APPPLi-- AN-V:
3_ Resi fence
S. AUTHORIZED AGENT'S NAME AND TITLE rcnegcnr? ootrxtu.•.ed,
Daniel Taylor
336-368-4958
9. AGENT'S ADDRESS
Buck Engineering -8400 Regency Pkwy, Ste. 200
Cary, NC 27511
a. Residence
tr. P,us ness b. Business
919-463-5488
?= --- - TATEM NT Or AUTHORIZATION
1 ,heroby au thoriz t, Danl(• Taylor .(LSuck L?yq .) to act in my behalf as my agent in the processing of this applicatic n and to
su;nish, up- ,n nett st, up ants[ inf motion in sup rt of this permit application.
r
/6,
APPI ICANT'S SIGN U E --
DATE
- -- NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12PROJE --T N, APIE OR TI1 LE (.-W-11 11 -
she,pard Stream Restoration
I = NANLIE DF IN 4TEREIO DY. IF KNOWN ti nnN ?f? t
UT t c; T, rms Cr. e,_k
15. LOCATION C F PROJECT
14. PROJECT STREET ADDRESS rinvdxbb?c/
N/A
Su:-ry North Carolina
:OI NTY STATF
rti. OTHEI: LOC.1TION DESCRIPTIONS, IF KNOWN, ;s,?- xt sv?,t
TOWTI? _ L Pilot Mountain, NC
77 OiREC! IONS 10 THE Si rE - --
!'Ton P:-Lot Fountain, NC, take old Westfield Road north towards HWY 89. Turn right onto mule
Ptnad, turn left at the first street to the left. Follow this to the project site.
r[ m- % EDITION OF FEB 04 IS OBSOLETE.
(Proponent: C( CW-ORj
t1mmilliffmm Dlai N RanuffiWan
-
Aug 16 OE, 03:33p usda 3869828 P.3
16_ Nat ire of Activity W sc;P(r ,orpowcr,lndueeasfam es)
Stream Rostoration; restore channel dimension and profile. In-stream structures will be
added in certain locations for stability and habitat creation.
` 19. Pro} set Pu rpose toesrr.'er tree reason a Wrpote o; the proffer, see irtvnsyi+alcl
Restore the given reach of UT to Toms Creek by naturally stabilizing the channel, providing
habitat-, and a vegetative buffer.
?SE BLOCKS 20-22 IF 04EVr7M AND/OR FILL MATERIAL IS To ME MrttARGED
20. Rea: on(s) for Discharge
_777; (s) of Material Being Discharued and the Amount of Each Tvne in Cubic Yards
22. Surfs as As •a in Acres of Wetlands or Other Waters Filed tree msrruc6-j
23. Is As v Por ion of the `Mork Already Complete? Yes No r IF YES. DESCRIBE THE COMPLETED WORK
24. Addy, uses if Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here,
plea a ant ;c_h a supplemental rist).
Lrdttiin _'ox. 1611 Powder Mill Pd. , Chapel Hill 'NC
avid Johz son : 4 _4 Marshall Johnson Rd. , Pilot Mountain 11C
Paul JDhn:on: 395) Marshall Johnson Rd., Pilot Mountain NC
I
:5. list o Othe r Certifications or Approvais/Denials Received from other Federal, Staite or Local Agencies for Work Described in This Appficr tion.
%GEN!:Y TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
N/A
"LNould inc rude 171 is not restricted to zoning, building and flood plain permits
25. App)ic ition s hereby made for a permit or permits to authorize the work described in this application. I certify that the information in thi;
appuc iron i; complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting a: the
duly a ithori red agent of the applicant.
SIG JATURE OF APPLICANT DATE SIGNATURE OFAGENT DATE r
Tha ep siicati >n must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a defy
i uthori :ed x,;ent if the statement in block 1 1 has been filled out and signed.
18 U.S C. S4 ction 1001 provides that Whoever, in any manner within the jurisdiction of any department or agency of the United States
knewin{ ly an, I willfully ftdsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulm t -.tat emenm or representations or makes or user any false writing or document knowing same to contain any false, fictitious or
freudulen =at* ments or envy, shall be fined not more than $10,000 or imprisoned not more than five years or both.

PILOT VIEW
4 NC 0255R 1 9
,a
s vo
?o RC&D
END CONSTRUCTION
??`!a b+
BURRY COUNTY TA. 24+14.36

PROJECT
SITE e?. LOCATION. UNNAMED TRIBUTARY TO TOMS CREEK
e% -A
X ?? /-yam
0 NTAIN Q TYPE OF WORK STREAM RESTORATION ?

VICINITY MAP
`l

INDEX OF SHEETS
1------------ TITLE SHEET

1-A • • • - - - - - - - STREAM CONVENTIONAL SYMBOLS

f

lp,

?
+
I
x? /
?
GENERAL NOTES, STANDARD
SPECIFICATIONS, AND
VEGETATION SELECTION r
,
1-13 -.... - • - • - CONVENTIONAL SYMBOLS x -
2 70 2-13 - - - - - TYPICAL POOL AND
RIFFLE CROSS SECTIONS,
STRUCTURE DETAILS
3------------ CONSTRUCTION SEQUENCE
/ a <--.-x----? i'
_ _=
4TO5 ------ PLAN ANDPROFILE VIEW OF
PROPOSED AND EXISTING
STREAM DESIGN
\ +
I '
/'
?i' IPP afR D

D
it
BEGIN CONSTRUCTION ff ?f?
' ?lj(7,
STA. 10+00.00
l $ • * P
+,
R ?01-1
k 5
{;g??trvR- vgrr
14. bra.-.
x If (b
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+IJ! ?k'` J
C?'+0 p -X1

PR
ECT LENG
H 14

r??
`??J

o GRAPHIC SCALES

20 a ao eo
DESIGN DATA

EXISTING OJ
T

EXISTING STREAM LENGTH = 1,442 FEET PREPARED IN TIE OFFICE OF:
???K e0?0a.pC.5
c.ry, z. Norm u .M.roim. 2, zrs11
Ei+ofriee.iNO a"b 6]590e PROJECT ENGINEER
PROPOSED DESIGN STREAM LENGTH = 1,414 FEET
PLANS 65

®

a0

20 0 4o Bo DESIGN STREAM TYPE

BANKFULL XSEC AREA c

12
PREPARED FOR THE OFFICE OF :
PILOT VIEW RC&D
KEVIN L. TWEEDY

PROJECrEVCru?c
PRELIMINARY PLANS
DO NOr MR POX OONRIOCTWN
2714 HENNING DRIVE
BANKFULL WIDTH 12
WINSTON SALEM
NC 27106 AUGUST 2005
PROFILE (HORIZONTAL) BANKFULL DEPTH 0.9 , `r"r"c DAM DANIEL M. TAYLOR
4
h 2 0 4 8
FhTi &Z W/D PATIO 14
CONTACT. CHARLES ANDERSON PROJECT DESIG,IPR
PROFILE (VERTICAL) PROJECT nsavecER PR
SIGMI'f/Rm.

STREAM CONVENTIONAL

SUPERCEDES SHEET 1B

LOG VANE p p °

°
LOG WEIR
-IIF-III-IIF-III-
"? ROOT WAD
®
LOG CROSS VANE

00
0 J-HOOK ®
G
C ROCK VANE
Q TEMPORARY SILT CHECK
SYMBOLS

OULDER CLUSTER

SILT FENCE

SAFETY FENCE

CONSERVATION EASEMENT

TRANSPLANTED VEGETATION

ROCK STEP POOL PROJECT REFERENCE NO. SHEET NO.
STANDARD SPECIFICATIONS ""
PROJECT ENGINEER

N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993 PRELIMINARY PLANS
0O NOT USE FOR L014MU 1014

6.06 CONSTRUCTION ACCESS

6.62 ROCK DAM
B ? nC ? 8000'7aftM.YSUb2W
6.63 SILT FENCE 411! ??Nnm Lam.f 21511
twoRINO Q`oi'H?
6.70 TEMPORARY (FORD) STREAM CROSSING
(USE THIS SPEC. FOR TEMPORARY AND
PERMANENT CROSSINGS)
DO NOT PLACE MATERIAL IN THE CHANNEL
BED WHEN CONSTRUCTING CROSSING.
FOOT BRIDGE TREE REMOVAL GENERAL NOTES
L J TEMPORARY STREAM
r- r -I CROSSING
Q
TREE PROTECTION Grading activities will be performed in the dry as much as possible. A pump around
L_J PERMANENT STREAM uencewill be used during construction. For instances in which the Contractor must
sequence
r-, CROSSING O

ROCKCR05SVANE PLAY GROUND EQUIPMENT
work within the stream, all equipment shall be removed from the channel at the end of
each working day. Silt checks shall be used in appropriated locations. The Contractor
WING DEFLECTOR CONSTRUCTED RIFFLE shall not disturb more area than can be stabilized in one working day. Erosion control
matting and temporary seeding shall be placed on all disturbed banks.
DOUBLE IMNG DEFLECTOR TRANSPLANTS
Excavated material will be temporarily stockpiled in designated areas. Silt fence shall be
® FILL EXISTING CHANNEL used to prevent sediment migration from the stockpiles toward the open channels on site.
DOUBLE DROP CROSS VANE
OY m Any stockpiled sail which is not used within 15 working day or 30 calendar days,
® CONTROL POINT whichever is sooner, shall be covered with temporary seeding.
NOTE: NOT ALL SYMBOLS MAY BE USED.
SEEDING VEGETATION SELECTION
PASTURE SEED MIX (10 LBS PER ACRE): ORCHARD GRASS 50%
LADINO CLOVER 50% BARE ROOT VEGETATION
TO BE APPLIED TO ALL DISTURBED AREAS OUTSIDE OF THE RIPRARIAN BUFFER LIMITS.
BARE ROOT VEGETATION TO BE PLANTED ALONG BOTH SIDES OF THE NEW CHANNEL STREAM BANKS
PERMANENT RIPARIAN MIX (10 LBS PER ACRE): DEER TONGUE 50% ABOVE BANKFULL ELEVATION IN THE DESIGNATED CONSERVATION EASEMENT SHALL CONSIST OF A
SWITCH GRASS 50% RANDOM ASSORTMENT OF SHRUB AND TREE SPECIES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
TO BE APPLIED TO ALL DISTURBED AREAS AND STREAM BANKS WITHIN THE RIPRARIAN COMMON NAME SCIENTIFIC NAME
BUFFER LIMITS.
SYCAMORE (Planfanus occldenfalls)
LIVE STAKING BLACK CHERRY (Prunus seroflna)
PERSIMMON (DlwWros vlrglnlana)
LIVE STAKING SHALL CONSIST OF A RANDOM ASSORTMENT OF MATERIALS BLACKGUM (Nysso sylvaflco)
SELECTED FROM THE FOLLOWING: SPICEBUSH (Llndera benzoln)
s TAG ALDER (Alms serrulafa)
COMMON NAME SCIENTIFIC NAME
SILKY DOGWOOD (CORNUS AMOMUM) THE FOLLOWING SPACING GUIDLINES OF ROOTED SHRUBS AND TREES ARE PROVIDED IN THE FOLLOWING TABLE.
BLACKWILLOW (SALIX NIGRA)
SILKY WILLOW (SALIX SERICEA) TYPE SPACING # PER 1,000 sq ft
ELDERBERRY (SAMBUCUS CANADENSIS) SHRUBS AND TREES (10-25 ft) 6 TO 8 ft 15 t0 25
OTHER SPECIES MAY BE SUBSTITUTED UPON APPROVAL OF
n ENGINEER/PROJECT MANAGER.
PLANTING SHALL TAKE PLACE IN THE FALL. STAKES SHOULD BE INSTALLED CLEARING AND GRUBBING
o RANDOMLY 2 TO 3 FEET APART USING TRIANGULAR SPACING OR AT A DENSITY OF 150 STAKES PER 1,000 SQ FT
1 THE FOLLOWING INVASIVE VEGETATION SHALL BE REMOVED FROM WITHIN THE DESIGNATED
ALONG THE STREAM BANKS BELOW BANKFULL ELEVATION. CONSERVATION EASEMENT:
FESCUE GRASS
MULTIFLORA ROSE
PRIVET

*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ........................................... - ---
Prop. Slope Stakes Cut ........................
Prop. Slope Stakes Fill ........................
Prop. Woven Wire Fence ...................... -E ) e
Prop. Chain Link Fence ..................... - B -B
Prop. Barbed Wire Fence . . .......... . . . ...... - 0 0
Prop. Wheelchair Ramp ,,,,,,,,,,,,,,,,,,,,,,
Curb Cut for Future Wheelchair Ramp ....... «
Exist. Guardrail ............................... _
Prop. Guardrail ................................ . . .
Equality Symbol ..............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................ 0
Existing Right of Way Marker .................. Q
Exist. Right of Way Line wiMarker ............. - -d- -
Prop. Right of Way Line with Proposed
WW Marker (Iron Pin & Cap) ..............
Prop. Right of Way Line with Proposed
(Concrete or Granite) RAW Marker ...........
Exist. Control of Access Line ...................
.3.
Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -c
Prop. Temp. Drainage Easement Line ......... -ME-
Prop. Perm. Drainage Easement Line ......... -POE-
HYDROLOGY
Stream or Body of Water ....................
River Basin Buffer .............................. -RBB-
Flow Arrow .................................... _._ .?
Disappearing Stream ........................... ?.._
Spring ......................................... Q•-.
Swamp Marsh .................................
Shoreline ....................................... -------
Falls, Rapids .................................... - - + - -
Prop Lateral, Tail, Head Ditches ..............
-e ,LL.
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ,,,,,,,,,,,,,,, coNC
Bridge Wing Wall, Head Wall /
and End Wall ............................. JCONC RNI
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .......................... c?1
Pipe Culvert ................................... r====
Footbridge ...................................... > - ------<
Drainage Boxes ................................ ? ca
Paved Ditch Gutter .......................... - - - -
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ............................... +
Prop. Power Pale ............................... 6
Exist. Telephone Pole .......................... +
Prop. Telephone Pole .......................... .a
Exist. Joint Use Pole ............................ .y,
Prop. Joint Use Pole ............................ .&
Telephone Pedestal ............................ C3
ULG Telephone Cable Hand Hold...........
Cable TV Pedestal ............................
LPG TV Cable Hand Hold ....................
WG Power Cable Hand Hold ................. 0
Hydrant ......................................... O
Satellite Dish ................................... 21
Exist. Water Valve ..............................
Sewer Clean Out .............................. 0
Power Manhole ................................
Telephone Booth ............................... ID
Cellular Telephone Tower ......................
Water Manhole .................................
Light Pole ...................................... R
H-Frame Pole .................................. ®-o
Power Line Tower ..............................
Pole with Base ................................ p
Gas Valve ..................................... 0
Gas Meter ..................................... G
Telephone Manhole ............................ 0
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... 0
A
Traffic Signal Junction Box ..................... In
Fiber Optic Splice Box .........................
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement ........... - Ts S
Recorded Water Line
Designated Water Line (S.U.E.*) .............. -.-,-.
Sanitary Sewer ................................ -
Ss-Ss-Recorded Sanitary Sewer Force Main ...... -sss-rss-
Designated Sanitary Sewer Force Main(S,U.E.*) -,ss--?ss-
Recorded Gas Line r
Designated Gas Line (S.U.E.*) ................ _ r -c-_
Storm Sewer .................................. -s s
Recorded Power Line ......................... ??-
Designated Power Line (S.U.E.*) ---_.......
Recorded Telephone Cable .................. -Y-r-
Designated Telephone Cable (S.U.E.*)
- -T- _Y_ -
Recorded USG Telephone Conduit ....... -rc-Yc-
Designated LYG Telephone Conduit (S.U.E.*) _ _rc--Yc- -
Unknown Utility (S.U.E*) ------------------ -turA-em-
Recorded Television Cable .................. -rY-Yr-
Designated Television Cable (S,U.E.*)
....... --r*--rr--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) ..... _-ro--ro-
Exist. Water Meter ........................... 0
UIG Test Hole (S.U.E.*) .......................
Abandoned According to UIG Record........ ArN!
End of Information ............................ caa
BOUNDARIES & PROPERTIES
State Line
County Line
Township Line .................................- ------
City Line ........................................ - ----
Reservation Line ................................ ------
Property Line ...................................
Properly Line Symbol .......................... R
Exist. Iron Pin ..................................
Property Corner ................................
Property Monument ............................
Property Number ..............................
Parcel Number ................................. 123
g
Fence Line .................................... _x-x-x-
Existing Wetland Boundaries ------------------ -- WLB _
High Quality Wetland Boundary .............. -,o,xe-
Medium Quality Wetland Boundaries........ -uB Yne-
Low Quality Wetland Boundaries ............. -iB nB-
Proposed Wetland Boundaries ................ -rLB-
Existing Endangered Animal Boundaries ...... _ - EAB- _
Existing Endangered Plant Boundaries ........ - _EPB- -
BUILDINGS & OTHMR CULTURE
Buildings ......................................
Foundations .................................... rJ

Area Outline --------------------------------- C
N
-
Gate ...........................................
Gas Pump Vent or WG Tank Cap ............ o
Church ........................................ CN
School .........................................
Park .......................................... ?--
7
Cemetery ....................................... -?
`-7
Dam ...........................................
Sign ............................................ o
S
Well ............................................ o
W
Small Mine .................................... I
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ..........
Hard Surface ...........
Change in Road Surface
Curb
Right of Way Symbol ......................... R/t1
Guard Post .................................... QCR
Paved Walk
Bridge .........................................
Box Culvert or Tunnel `- - - - - -
Ferry ......................................... -------
Culvert ....................................... ,.............,
Footbridge ..................................... ..............
Trail, Footpath ................................ . - __1 - _
Light House
VEGETATION
Single Tree .................................... 0
Single Shrub .................................. o
Hedge .........................................
Woods Line ..................................... r. r.
Orchard ....................................... 44Q€ Qf3
Vineyard ...................................... r-YNEYARa 1
RAILROADS -
Standard Gauge.
CU TMISPO"A
RR Signal Milepost ......................... o
Switch ......................................... O?

LIVE STAKING
EROSION CONTROL MATTING
PROJECT ENGINEER
?ME
PLACE COIR FIBER MATTING IN 61NCH DEEP
TOP OF TOP OF STREAMBANK TRENCH, STAKE, BACKFILL• AND COMPACT
STRFAMBANK
TOP OF STREAMBANK PRELIMINARY PLANS
/ 1 1 '1 DO NOf NR POR MNTMUMolf

1 / ' 1 . '1.
. " . .
.. PLANT STAKES FROM TOP OF BANK
TO TOE OF BANK IN A DIAMOND SHAPED
1 '1 1 STAG GERED PATTERN TOE OF SLOPE
1 /.. ' 1 1
TOE OF SLOPE 1 1 1 ? PLACE COIR FIBER MATTING IN 6 INCH DEEP
, TRENCH, STAKE, BACKFILL•AND COMPACT
^
PoM
n/ B]00
7,,
,,82711
?L
,'+"^?S
Gry, NaT GmYne 31511
?

BOTTOM OF CHANNEL I1
R'
?`
V?v
PAC-: Bt WB3SUBB
tN?N[C11IN0 Fv: tl9?61B?90
PLAN VIEW TYPICAL MATTING STAKE

CROSS SECTION VIEW
31 6S• SPACING
BJ(JC7LJC7KN r.r coenur.
PLAN VIEW
SOUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING
MIN. 1?DIA 7-:'LENGTH
ANGLE CUT
30.45DECREES
LIVE STAKE DETAIL
NOTES:
1, STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2 DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT,
3. STAKES MUST BE INSTALLED MATH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 12 T02 INCHES IN DIAMETER AND 2 T03 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1150F STAKE ABOVE GROUND.
THE V400D STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
NOTES FOLLOVANG DIMENSIONS:
1. BANKS SHOULD BE SEEDED PRIOR TO LEG LENGTH 11 DOIN 27.54 CM
PLACEMENT OF MATTING HEAD YAOTH 1
251N 3
1B CM
2. PLACE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIONS. .
.
HEAD THICKNESS OaD IN 102 CM
3. MATTING STAKES SHOULD BE PLACED LEG WDTH 060 IN152CMTAPERFD TO POIN
IN A DIAMOND SHAPED PATTERN. LEG THICKNESS 0401N 102 CM
TOTALLENGTH 1200IN 3048 CM
DITCH DITCH
1 1 1 1 1 1 1 1 1 1 1 1 TOP OF STREAMBANK
TOP OF _- _ - __ - _ - __1
STREAMSANK STAKES
1 1 1 / 1 1 1 1 / 1 / 1
1 1 1 1 1 1 / 1 1 / /
1 1 1 1 1 1 1 1 / 1 / 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 / 1
. 1 / / 1 1 1 COIR FIBER MATTING TO BE
EXTENDED TO TOE OF SLOPE
PLAN VIEW
BRUSH MATTRESS
STAKES 3 FT
GUAGE GALVANIZED
RE SECURED TO STAKES
BANKFULL ELEVATION
STREAMSED
ICHES MIN PER 3.3 FT.
JES OF 1 INCH OR LESS
PLAN VIEW

+{ 2• It 4•
WOODEN STAKE
NOTCHED FOR VARE OR
ROPE WI MIN. 3-FT LENGTH
1
TYPICAL STAKE
NOTES
I . BOARD FOR STAKE SHOULD BE 2' x4'x 1B'
2. SAW 2.4 TIMBER DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES
FLOW
NOTES'
1. CREATE lr DEEP TRENCH
2. STAKE AND VARE BRUSH LAYER INTO TRENCH
3. BACK FILL r OF ON-SITE ALLUVIUM OVER BRUSH LAYER
CROSS SECTION
DETAIL
NO. E SHEET NO.
PROJECT ENGINEER
t
EXISTING FENCING TO BE l1S I `\
REMOVED WITHIN BUFFER AREAS \? `?.r'•"
4 \
V,
INSTALL BOUIpER SILL PER
pIRECTION OF ENGINEER
EXISTING FENCING TO BE
REMOVED VATHIN BUFFER AREAS
PRELIMINARY PLANS
M NOT ME FOR CONrMUMON
q?nq P? 9v51300
BUCK E?CE?/ , BWA R -sJ
IY'?`1 u7. NOTC1,11511
Plane: 919 s3-ss99
tN-0 ??[RINO Fa Na?s>_srso
} A
BEGIN CONSTRUCTION ? / , / ^ ' `%''/? ? ,?'? f,N -_ ?+\ ? ?'?-` `\ ?„•- -? ?s>\ \ . \`?
STA.10+00
%
f \ \ ?P SBEPPARD
NfGL1JtD ?1Av`• v`?
BUFFER AREA 40 20 0 40 80
SCALE (FT)
10
t
t. I

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1,130

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