20050734 Ver 1_401 Application_20050502

~ ENVIRONMENTAL BANC & EXCHANGE, LLC
Management, Banking & Trading of Environmental Rights
"Finding Environmental Solutions through Economic incentives"
May 2, 2005
Mr. Steve Chapin
Asheville Regulatory Field Office
Department of the Army, Corps of Engineers
151 Patton Avenue Room 208
Asheville, NC 28801-5006
Ms. Lori Dennison
NC Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Silver Creek Site Stream Restoration Project
401/404 Pre-Construction Notification Application
Dear Mr. Chapin and Ms. Dennison:
O~u7~q,
220 Chatham Business Drive
Pittsboro, NC 27312
10055 Red Run Boulevard, Suite 130
Owings Mills, MD 21117-4860
410 356-5159 FAX [phone]
www.ebxusa.com
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Enclosed for your consideration and approval is the Pre-Construction Notification for the US Army Corps
nationwide permit 27 and the Division of Water Quality's general certification 3495 for stream restoration,
enhancement and stabilization and wetland and Riparian Restoration and Creation activities for the Silver Creek
stream restoration project. Also enclosed are copies of the Silver Creek Stream Restoration Plan for your
reference in reviewing the PCN application. Thank you in advance for your assistance.
If I can be of any further assistance, please do not hesitate to contact me at [phone].
Very~t/rjul~y yours,
Tara Disy Allden ~' ~`~~ " ' '- ~;"
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Enclosures ~jr~~.''"
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B ~ ~ ~ ~~ ZNorl CarolinaN27511
Phone: [phone]
Fax~919.463.5490
www. buckergineering.com
LETTER OF TRANSMITTAL
O
TO: NC Division of Water Quality RE: Permit Application for 401 permit for
Parkview Building Silver Creek Restoration Project
2321 Crabtree Blvd
Raleigh, NC 27604
ATTENTION: Ms. Lori Dennison
DATE: May 2, 2005 JOB NO. 222
>,
We are sending via: ~
~~ ~,~
0 Fax Q Regular Mail ~ Pick-up ~ ~~td ~liv re~
The following items:
Correspondence OX Plans ~ Specifications 0 Other as listed below:
COPIES DATE NO. DESCRIPTION
5 Desi n Plans
5 Restoration Plan
5 PCN form
1 Fee $475.00

THESE ARE TRANSMITTED as checked below:
BX For Approval e As Requested e Approved As Submitted B Returned For Corrections
For Your Use X For Permitting Approved As Noted Forward To Subcontractor
REMARKS:
Please find enclosed an application for DWQ's 401 Permit along with supporting
documentation for The Silver Creek Stream Restoration Site in Burke County. If you have any
questions, please give me call at [phone].
COPY TO: File SIGNED: C. Heath Wadsworth, PE

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Office Use Only: ~~""~~a ~ . "~ ~ '~ ~~< ~~ ~ ~H
YVEYL"~a~ ;: fVlC~ t ~ J;~~~¢.` Form Version May 2002
USACE Action ID No. DWQ No. ~.~ ~ ~ `i
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: WOC#3495 and 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Tara Disy Allden
Mailing Address:_ EBX Neuse - I , LLC
220 Chatham Business Drive
Pittsboro, NC 27312
Telephone Number: 919-545-2929 Fax Number:
E-mail Address: tara(a,ebxusa.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: C. Reath Wadsworth
Company Affiliation: Buck En ' Bering, PC
Mailing Address: 8000 Regency Parkway, Suite 200
Cary, NC 27511
Telephone Number: 919-463-5488 Fax Number: 919-463-5490
E-mail Address: hwadsworth(u,Buckengineering.com
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Silver Creek Stream Restoration Proiect
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 18033, 9340, 23935,16195, 54321
4. Location
County: Burke County Nearest Town: Morganton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Take I-40W towards
Morganton.NC to Exit 103. Take a left onto HWY 64 BUS. Take a right onto Olive
Chruch Road, take a left onto Morrison Road. The Proiect is located off this road.
5. Site coordinates, if available (UTM or Lat/Long): 35°38'00"N / 81°50'00"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Work area totals approximately 33 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Silver Creek
8. River Basin: Catawba River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:__ .Property has recently been in agricultural Production.
The existing conditions are further described in the attached restoration plan.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Site will be restored as a NCEEP full delivery proiect, as described in the attached
Silver Creek Stream Restoration Plan. Work to be conducted with pans, dozers, track-
hoes, and other equipment typically used for restoration proiects.
11. Explain the purpose of the proposed work:
EBX Neuse - I, LLC, proposes to restore. enhance, and preserve 9.632 linear feet (LF)
of stream along Silver Creek and three unnamed tributaries to Silver Creek
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.
Restoration Plan was submitted to NCEEP in Mav 2005.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: N/A
1. Individually list wetland impacts below:
Page 7 of 12

Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.~.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 5.3
Total area of wetland impact proposed: 0.0
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Im act leases eci
UT 1 Restoration 1,170 UT 1 to Silver Creek 8 feet perennial
UT 2 Restoration 1,250 UT 2 to Silver Creek 5 feet perennial
UT 3 Restoration 191 UT 3 to Silver Creek 5 feet perennial
Ml Preservation 1,392 Silver Creek 21 feet perennial
M2 Enhancement - 1,077 Silver Creek 23 feet perennial
Level I
M3 Restoration 2,100 Silver Creek 25 feet perennial
M4 Enhancement - 2,036 Silver Creek 27 feet perennial
Level II
* 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.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site 9,632
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12

Open Water Impact

Site Number
indicate on ma
*
Type of Impact Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,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: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 stream functions, as described in The Silver
Creek Stream Restoration Plan. Project will result in restoring, enhancing, and preserving
9,632 linear feet (LF) of stream along Silver Creek and three unnamed tributaries to Silver
Creek and an overall increase in stream length on the site from 9,216 feet to 9,632 feet.
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See attached restoration elan: The Silver Creek Stream Restoration Proiect.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:l/h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(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:
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
s uare feet Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of cnannei; cone ~ extenas an
additiona120 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Page 11 of 12

Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
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Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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INDEX OF SHEETS
1 ..................... ...... TITLE SHEET
1'A ""-"°-°~° ~~-°SYMBOLOGY-BUCK ENGINEERING
VEGETATIDN SELECTION
AND
,
STANDARD SPECIFICATIONS
1-B "-°---° -°-SYMBOLOGY-NCDOT
2THRU2-B -- --STRUCTURE DETAILS
3 """"°°°-- - -CONSTRUCTION SEQUENCE
4 THRU 9 PLAN g PROFILE SHEETS
10THRU 14 ~~~~ ~~~~~VEGETATION PLANTING PLAN
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CONSTRUCTION
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BURKE COUNTY
LOCATION: OFF OF MORRISON ROAD, APPROXIMATELY
NINE MILES SOUTHWEST OF MORGANTON, NC
TYPE OF WORK STREAM RESTORATION, ENHANCEMENT,
AND PRESERVATION
M1
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PREPARED IN THE OFFICE OF:
B ~ C ~ ~ ao0o ite9anq Paraaar. su9e 2oD
Cary, NoM Carolina 2751 f
t NOINttRINO Pone: 91&dfi}5488
Faa: 918-4615480

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050734
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 lOp
PROFILE (HORIZONTAL)
PROJECT SUMMARY
EKISTING STREAM LENGTH
= 9,216 FEET
PROPOSED DESIGN LENGTH - UP (RESTORATION) = 1,579 FEET
PROPOSED DESIGN LENGTH - UTZ (RESTORATION) 1,256 FEET
PROPOSED DESIGN LENGTH - UT3 (RESTORATION) = 157 FEET
PROPOSED DESIGN LENGTH -SILVER CREEK (RESTORATIONI = 2,135 FEET
PROPOSED DESIGN LENGTH -SILVER CREEK (ENHANCEMENII = 3,428 FEET
PROPOSED DESIGN LENGTH -SILVER CREEK (PRESERVATION) = 1,077 FEET
PREPARED FOR THE OFFICE OF:
ENVIRONMENTAL BANC AND EXCHANGE, LLC
- - 10D55 RED RUN BOULEVARD, SUITE 130
^ OWNING MILLS, MD 21117
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EBX CONTAGT.•
TARA DISY ALLDEN
PROJECT M4NAGER
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PROJECT ALINAGER
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PROJECT ENGINFSR
PROJECT ENGI117EER
PRELIMINARY PLANS
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STIBEA~I ~®NVEN1°I~NAI, ~~~~®I,5
SUFERCEIDES SHEET l~
® LOG VANE
LOG WEIR
ROOT WAD
LOG CROSS VANE
O~
p0 J-HOOK
CI~I7 ROCKVANE
~ TEMPORARY SILT CHECK
~, FOOT BRIDGE
L J TEMPORARY STREAM
r" 1 CROSSING
~J PERMANENT STREAM
D~ CROSSING
ROCK CROSS VANE
WING DEFLECTOR

DOUBLE WING DEFLECTOR

DOUBLE DROP CROSS VANE
p ~ p BOULDER CLUSTER
O
--~r°--a~~-~,~„~ SILT FENCE
_~- SAFETY FENCE
CONSERVATION EASEMENT
® TRANSPLANTED VEGETATION
ROCK STEP POOL
TREE REMOVAL
/~ TREE PROTECTION
0 PLAY GROUND EQUIPMENT
CONSTRUCTED RIFFLE
TRANSPLANTS
® FILL EXISTING CHANNEL
CONTROL POINT

c
x
a
X
W
The following table lists bare-root vegetation selection for the project site. Speces shall be
planted at a density of 680 stems per acre. Exact placement of species will be
determined prior to site planting and based on apparent wetness of planting locations.

Common Name
Scientific Name ercent
Planted by Wetness

Species Tolerance
Persimmon Diospyros virginiana 12°/B FAC
Green Ash Fraxinus enns lvanica 12°/B FACW
Tuli Po tar Lidodendron tuli ifera 20°/B FAC
Blackgum Nyssa sylvatica 12% FAC
Sycamore Platanusoccidentalis 2D% FACW
Willow Oak Quercus phellos 12% FACW
Southern Red Oak Quercus rubra 12% FACU-
The following fable temporary seed mix for the project site. All disturbed areas will be
stabilized using mulch and temporary seed.
Common Name Rafe Dates
ANNUAL RYE (COOL SEASON) 130 LBSIACRE SEPTEMBER TO MARCH
MILLET (WARM SEA50N) 40 LBSIACRE APRIL TO AUGUST
VEGETA~°I®N SEILEC~°I®N
6.60 TEMPORARY SEDIMENT TRAP
6.06 CONSTRUCTION ACCESS
6.62 SILT FENCE
~ENER~]L P~ N®~CE~
PROJECT ENGINEER
NO.
PRELIMINARY PLANS
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1. The Contractor is required to install instream structures using a track hoe with a
hydraulic thumb of sufficient size to move boulders aft X aft X 2ft (approximately 2 tans).
2. Work is being performed as an environmental restoration project. The Contractor
shoukl make all reasonable efforts to reduce sediment loss and minimize disturbance
of the site while performing construction work.
Permanent seed mixtures shall be applied with temporary seed, as
defined in the construction specifications.
Common Name Scientific Name Percent of
Mixture Seeding Density
(Ibsracre) Wetness
Tolerance

Redtop Agrosfisalba 1D 1.5 FACW
VirginiaWildrye E/ymusvirginicus 15 , 2.25 FAC
Switch Grass Panicum virgatum 15 2.25 FAC+
Eastern Gamma Grass TripsicumdadyloidES 5 0.75 FAC+
ennsylvaniaSmartweed Polygonumpennsyfvanicum 5 0.75 FACW
Little Blue Stem Schizach riumscro arium 5 0.75 FACU
Soft Rush Juncuseffusus 5 0.75 FACW+
Beggars Tick Bidensfrondosa(oraristosa) 1D 1.5 FACW
once-Leaved Tidc Sced Coreopsislanceolata 10 1.5 FACU
TiogaDeErTongue Panicumclandestinum 10 1.5 FAC
Big Blue Stem Andropogongerardii 5 0.75 FAC
Indian Grass Sorgastrumnutans 5 0.75 FACU
Live staking will be applied to all restored streambanks following the details in this plan
set and according to the construction specifications.
Common Name Scientific Name Wetness Tolerance
Restored Streambanks
Silky Dogwood Cornus amomum OBL
Black Willow Salixnigra OBL
Elderberry Sambucuscanadensis OBL
~'](°.~NI~.~RD ~1~ECIIFI~~°I°I®NS
EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL DECEMBER 1993

*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS ~ RELATED ITEMS
Edge of Pavement ......... .............. . ..... - - - _
Curb - ............................ ...... ----
Prop. Slope Stakes Cut ------------------ ------ ___C ___
Prop. Slope Stakes Fill ................. ....... ___ F___
Prop. Woven Wire Fence --------------- ------ ~-
Prop. Chain Link Fence --------------- ------
Prop. Barbed Wire Fence--------------- ------ ~_
Prop. Wheelchair Ramp ---------------- -- - -
Curb Cut for Future Wheelchair Ramp- ------ cv
Exist. Guardrail ............ ............. .......~ ~ ~ _
Prop. Guardrail .... ~--...... .... ......
Equality Symbol ...... ................ ...... ~
Pavement Removal ...................... .......
RIGHT OF WAY
Baseline Control Point .................. ...... ~
Existing Right of Way Marker ........... ....... ~
Exist. Right of Way Line w/Marker ....... ...... - ~- _
Prop. Right of Way Line with Proposed
WW Marker (Iron Pin & Cap) ........ ...... ~~
Prop. Right of Way Line with Proposed
(Concrete or Gronite) RAW Marker .-... ...... ~-
Exist. Control ofAccess Line ............. ...... ~ ~`,_
.A.
Prop. Control ofAccess Line ............. ......
Exist. Easement Line ..................... ...... ____E___.
Prop. Temp. Construction Easement Line ...-..
_r
Prop. Temp. Drainage Easement Line ... ...... _~_
Prop. Perm. Drainage Easement Line ... -..... _~_
HYDROLOGY
Stream or Body of Water .................... _. _
River Basin Buffer ...
...........................
Flow Arrow ............. -eae-
.......................

Disappearing Stream ...................
_.__. ~
........ ~. _
Spring .........................................
~
Swamp Marsh ................................. JG
Shoreline ....................................... -------
Falls, Rapids ......... .......................... ----i--- -
Prop Lateral, Tail, Head Ditches ..............
E- .~.
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ... --- ~ ~~
Bridge Wing Wall, Head Wall
and End Wall ............................. ,corx wwC
~7[°~'1[°]E ®IF N®I$°][~~[ ~~I$®I,IN~1
I~IVI~I®N ®~ ~[I~I~~A~~
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .......................... c/-~~
Pipe Culvert .............................. = _ _
footbridge ...................................... ~------<
Drainage Boxes ................................ ~cs
Paved Ditch Gutter
UTILITIES
Exist. Pole
.............. ....... . ...........
Exist. Power Pole ...............................
y
Prop. Power Pole ---- ---- ---- - -- - - - - b
Exist. Telephone Pole .. ........
... ............. ~.
Prop. Telephone Pole ........ ....... ........... ~
Exist.lointUse Pole ............................ .~,
Prop. Joint Use Pole ............................ .b.
Telephone Pedestal---------------------------- ~
USG Telephone Cable Hand Ho-d.-.-....---
Cable NPedestal ............................
lYG TV Cable Hand Hold .................... ~
lYG Power Cable Hand Hold .................
Hydrant ................. ...................... ~
Satellite Dish ................................... b
Exist. Water Valve ..............................
Sewer Clean Out .............................. ~
Power Manhole ................................
Telephone Booth ...............................
Cellular Telephone Tower ...................... ~
Water Manhole .................................
Light Pole ...................................... 0
H-Frame Pole .................................. H
Power Line Tower ..............................
Pole with Base ............ .................... ~
Gas Valve .....................................
Gas Meter ..................................... 4
Telephone Manhole ............................ ~
Power Transformer .... ........ . e
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ................. ....... ~
Tank; Water, Gas, Oil --------------------- ---
Wafer Tank With Legs ......................... O
~^(
Traffic Signal Junction Box .....................
Fiber Optic Splice Box------------------------- ~
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cutlnto the Pavement-.....-..,. __ __;.T;~
Recorded Water Line
Designated Water Line (S.U.E.*) ------------- - ~ "-,
Sanitary Sewer ................................ -ss-ss-
Recorded Sanitary Sewer Force Main ...... mss-ru-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss~ss-
Recorded Gas Line
Designated Gas line (S.U.E.*) ............... _~_ ~__
Storm Sewer .................................. -s-~
Recorded Power Line ......................... ~ ~
Designated Power Line (S.U.E.*) ............. _ ~_ ~_ _
Recorded Telephone Cable .................. -,-,-
Designated Telephone Cable (S.U.E.*) -..---- __r- -r- -
Recorded lLG Telephone Conduit ....... -rc-rc-
Designated LPG Telephone Conduit (S.U.E.*) _ _rc--rc- -
Unknown Utility (S.U.E.*) ................. -run-run-
Recorded Television Cable .................. -rr-rr-
Designated Television Cable (S.U.E.') -...... __r,__rr--
Recorded Fiber Optics Cable ............... -ro-vo-
Designated Fiber Optics Cable (S.U.E.*) -....
Exist. Water Meter ................. .......... __ro__ro-
~
.
LbG Test Hole (S.U.E.*) ....................... ~
Abandoned According to lYG Record.--..... ,rrw
End oflnformation---------------------------- ro,,
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 ............................
Properly Number .. .......................... ..
Parcel Number ... ........ .... ..... ...... ....... 12~
5
Fence Line ....................................
- x-x-x-
Existing Wetland Boundaries "" a ~"
................
High Quality Wetland Boundary - -ne- -
"
,
--------------
Medium Quality Wetland Boundaries ra-
-
o
........
Low Quality Wetland Boundaries -uo "re-
.............
Proposed Wetland Boundaries ................ -~o w~e-
-,xB_
Existing Endangered Animal Boundaries
......
Existing Endangered Plant Boundaries - _ rns- _
........ - _~a- _
BUILDINGS ~ OTHER CULTURE
Buildings ..................................... .
Foundations .................. .
................ rJ
.
L
Area Outline ........................ .... . ~-~
N
Gate .............
............................ ..
Gas Pump Vent or lbG Tank Cap -......... . o
Church ............................... . ..
School ................ .................... ..
Park .. - ....... .................
~ ---
]
~
Cemetery . ................................. ~-
-- -
r J
Dam.......... ........................... . ~
Sign ............................. . ....... o
Well ................................... .... o
Small Mine .................... .............. x
Swimming Pool
TOPOGRAPHY
Loose Surface ... .......................... -------
Hard Surface ..................... .........
Change in Road Surface ..................... ..............
Curb .........................................
Right of Way Symbol ------------------------- R/w
Guard Post ................................... ocP
Paved Walk ................................
Bridge --• ................................... ~~
Box Culvert or Tunnel ` - - - - - -
Ferry ......................................... -------
Culvert .......... ... ...................... ,.
Footbridge ..................................... ..............
Trail, Footpath ................................ ~ ~ ~ .
Light House ----- --- ----- ------
VEGETATION
Single Tree .................................... ~
Single Shrub .................................. o
Hedge ..... .................. ............... ,r
Woods Line ..................................... .~.,.
Orchard ....................................... 444€~Q4
Vineyard ............. ~-vrFruro ~
RAILROADS -
Standard Gauge
... c~ rneoema
RR Signal Milepost .................. o
Y((/T6f 8
Switch ... ............................. ~

TYPICAL STRUCTURE PLACEMENT
STRUCTURE NOTES NOTES:
1. GENERALLY LOG WEIRS, ROOT WADS, 1. COIR FIBER MATTING TORE INSTALLED ON
LOG VANESAND COIR FIBER MATTING ALL RESTORED STREAMBANKS.
WILL BE INSTALLED IN THE LOCATION

AND SEOUENCEAS SHOWN. 2. IF R00T WADS DO NOT COVER ENTIRE SLOPE ON OUTSIDE
OF MEANDER BENDS, COIR FIBER MATTING IS NEEDED.
2. ADDITIONAL STRUCTURES OR CHANGER
TO STRUCTURE LOCATIONS MAY BE MADE
BY THE DESIGN ENGINEER DURING
CONSTRUC110N.
TRANSPLAMS
LOG VANE
MAT BANKS MATH COIR FIBER MATTING
(BEE SPECS)
/ /' - ~ \ ~
y
~ ~ \
/ //
T~ ~~
, {~
~'
~~
mil;
TOP OF SANK
ri
/\
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS(
i- LOG WEIR
PV~S~r~j
?% MAT BANKS WITH COIR FIBER MATTING
~Q~ (SEE SPECS)
/ OI
\\ U~
\ W
N
O
OI
\ a
UI ~~
' 1\ / /
\ i
MAT BANKS WITH COIR FIBER MATTING
1
I
(BEE SPECS)
\~ r~-~
ROOT WADS
(NUMBERAND
SIZE TO BE
~
DETERMINED ~`~. i
IN THE FIELD)
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
TYPICAIL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
~M ~{ I TOP OF TERRACE
~VARIES-~{~---- Wy6i ~VARIEBy
0.MBx ?y
y7 t*1
-.l wo I.-. y. o-Max ~.
RIPPLER-A
~_ _ _;
U
N
r
n.
m
W
N
N
m
P
0
a
i
m
0.Mar
W:1
WT
RIFFLE WITH BANKFULL BENCH
TOP OF TERRACE
~VARIES~ W6M ~VARIES~
D-Mar
NOTES'
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL VALL BE
ROUNDED AND A 7HALWEG WALL BE SHAPED PER DIRECTION OF
POOL B-B ENGINEER
2. POOLS SHOWN ABOVE ARE LEET POOLS ONLY.
M1 M 3 UTt UT2 UT3
RIFFLE POOL RIFFLE POOL RIFFLE POOL RIFFLE POOL RIFFLE POOL
70.0 42.0 31.0 45.0 9.2 12.0 9.7 15.0 6.5 10.0
2.5 3.4 2.6 3.5 0.6 1.0 1.0 11 0,5 O.B
3.4 S.B 3.5 6.0 11 1.8 1.4 2.2 0.9 1.4
12.0 12.4 120 12.9 120 12.1 10.0 12.2 12.0 13.1
75.0 142.7 80.0 156.6 7.0 11.9 9.5 iB.S 3.5 7.6
14.5 72 15.0 7.2 2.4 11 3,4 1.6 1.2 D.9
2.3 1, 5 2.3 1.3, 5 2.B 1, 5 22 1, 5 2.9 1, 5.5
V/u
POOL IMTH BANKFULL BENCH
WIDTH OF BANKFULL NrbkP
AVERAGE DEPTH (D)
MAXIMUM DEPTH (DAlax~
V41DTH TO DEPTH RATIO (Wbkf! DJ
BANKFULL AREA (AbIUJ
BOTTOM WIDTH (Wb)
H (FOR POOLS, OUTSIDE SLOPE IS SHOWM FIRST)
ti
l
PLAN VIEW
NOTES:
LOG WEIR
PROJECT ENGINEER
PRELIMINARY PLANS
DD NOT US8 PO& CONSTRUCTION
RANSPUNTS
I ~ eooa xaA>ac Panway s~Na zoo I
Car„ NoA~ Camina PISf t
PNOiu'. 919J6169BB
eNOPNeeRPNO Fix: 919<619190
LOG WEIR
TOP OF STREAMBANK
~---FLOW
STREAMBED
HEADER LOG J/ BACKFILL (ONSITE ALLWIUM)
/ . ''
~ILTERFAB{UC F9R DRAINAGE
FOOTER LOG ~ ~. (SEE SPECSF .' .
SMINIMUM --1
SECTION A-A'
HEADER LOG NOTES:
1. LOGS SHOULD BE AT LEAST 121NCHES IN DIAMETER, REUTNELY STRAIGHT,
TOOTER LOG HARDWOOD, PND RECENTLY HARVESTED.
2 IOGS>241NCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDNIONAL LOG.
FILTER FABRIC SHOULD S71LL BE USED TO SFAL AROUND LOG
3. PUCE FOOTER LOGS FIRSTAND THEN HEADER (TOP)LOG. SET HEADER LOG
APPROXIMATLEY 31NCNE5 ABOVE THE INVERT ELEVATION.
4. CUTA NOTCH IN THE HEADER LOG APPROXIMATLEY 50 PERCENT OF THE CHANNEL
BOTTOM WIDTH ANO EXTENDING DOWN TO THE INVERT ELEVATION.
5. USE FILTER FABRIC FOR DRAINAGE TO SEAL GAPS BENvEEN LOGS.
6. PLACE TRANSPLANTS FROM TOE OF STREAMBANKTO TOP OF STREAMBANK
LOG VANE
.._D
IN STREAMBANK
AT (EAST S
TRANSpwNrs
TOP Of STREAMBANK
FLOW ' 1
~
-- •
~
STREAMBED 1d)>
°
~
p
lo
1' ~ ~
L
`i
PROFILE VIEW
1. LOGS SHOULD BE AT LEAST ID'IN DIAMETER, REUTIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORNONS OF LOG.
3. TRANSPLANTS ARE PUCED ALONG THE TOP OF THE BANK OVER THE BURIED LOG VANETO PROTECT AGAINST
EROSION DURING HIGH FLOWS.

I
O
CHANNEL WIDTH
1.5 X CHANN`L WIDT
SCOUR
POOL
~- __ __~_
A
I
I_
I~ S
PUN VIEW
LOG BURIED
BELOW STREAMBED y3
BANKFULL
c ~
LLI
CROSS SECTION NEW

___
TRANSPLANTED VEGETATION ( CONSTRUCTED RIFFLE ~-~~~~~
PROTECT ENGINEER
TRANSPLANTED VEGETATION AND ROOTMASS
® ~.\ ~.'
~ ® ~ TOP OF BANK
~fI
__
~-'-~ ~---~ ~ TOE OF BANK
v
PLAN VIEW
/- TRANSPLANTED VEGETATION AND ROOTMASS
NOTES
ELEVATION POINT
A PRELIMINARY PLANS
TOP 3 W NOT USB IqR CON9FRUCf10N
OF BANK O~ ~ TOE EROSION CONTROL
IIq~,,~ TT MATTING
_ ~1:~~iT ° a ~ l I 12 ~ B Omar BANKFULL
B 'eL'
~~
a~- fII ~„- 8000 Raganry Parkway Buih 200
( ~' ) (_1 ~ ~ ~ B~~ Cal. NOM Cam4na 27611
'~~ >~ -~~~~~-'~ tNO1N~CRINO PFa~'e~sssiuso
B o ~ a ~-1
C 8" ~
C
oP' ~ ~~ CENTER BOULDER 2'•4'
BELOW ADJACENT BOULDERS
SECTION B - B
~~, Iro 8'
°" ~~
PLAN VIEW
EROSION CONTROL
MATTING
BANKFULL
1B' NOM. THICKNESS WELL GRADED MIX
OF CIASSANDBSTONE. COVERAANDB ~TpE
STONE IMTH A 21NCH LAYER OF Y87 STONE
f
HEAD OF RIFFLE BURY BOULOER52-0'BELOW BED
18' NOM. THICKNESS WELL GRADED MIX
OF CLASS A AND B STONE. COVER A AND B
STONE WITH A 2 INCH LAYER OF #57 STONE.
GUOE
iR)FFLF
S MINIMUM~r--F FILTER 'jJ.~ 8
FABRIC
PROFILE A-A
SECTION C - C
ROOT WADS
ROOT WADS WITHOUT TRANSPLANTS
CROSS SECTION VIEW
NTS
COIRflBERM4TTING
Fl00D PLAIN //r~~~'''BERM (DS MAIL Irt.)BERM(SJ TOP OF BANK
1 / NOT TO E70END BEYOND
/ UMffS OF ROOT WADB.
'~
BASEFLOW . ~,.
7 -. 1(30F1RQDT NA$S 1&GILr~.` Y
IS BELDW:'STREgN BED .,::
-:.,
10-15 FEET LONG 1
>17 D WAFTER J
r
P
TJ
d
N TRANB%
S
o_
z
m
FLOOOPWN
w
N
N
K ..' ,
1
n
c
a
i

n
m
Oo
~ , .. .
7
v
fi FEET LONG TRUNK
W >72'DIAMETER
FOOTER LOG > 12'DWMETER INSTALLED BELOW STREAMBEO
(OPTIONAL PER DIRECTION DF ENGINEEIq
ROOT WADS WITH TRANSPLANTS
CROSS SECTION VIEW
NTS
BERN (D.E'MAK HT.) BERM(5) TOP OF BANK
NOT TO EXTEND BEYOND
UMIT$ OF ROOT WADS.
1Y5 OF ROpi MABB }~iGHT .
'r5 BECD~l:'STRP,AM BEU
FOOTER LOG > 17 DIAMETER INSTALLED BELOW STREAMBED
(OPDONAI PER DIRECTION pF ENGINEER)
NOTES,
1. IXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT WILL
ACCOMMODATE THE SIZE OFTRANSPLANT TO BE PLACED.
BEGIN IXCAVATION AT THE TOE OF THE BANK
2. IXCAVATE TRANSPLANT USING A FRONT END LOADER.
IXCAVATE THE ENTARE ROOT MASS AND AS MUCH ADDITIONAL
SOILMATERUL AS POSSIBLE IF ENTIRE ROOT MASS CANNOT BE
XCAVATED IN ONE BUCKET LOAD, THE TRANSPLANIi IS 700 LARGE
AND ANOTHER SHOULD BE SELECTED.
3. PLACETRANSPLANT IN THE BANK TO SE STABILIZED BO THAT
VEGETATION IS ORIENTATED VERTICALLY.
4. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
6. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
6. PLACE MULTIPLE TRANBPLANTS CLOSE TOGETHER SUCH THAT
THEY TOUCH.
ROOT WADS
PLAN VIEW
NTS
ro
4
OPTIONAL
COVER LOG
ANCHOR COVER LOG
UNDER FOOTER LOGS
OR WITH A BOULDER
ROOT WAO
TRANSPLANTS OR BOULDERS
FOOTER LOG FOR
TRENCHING METHOD
ONLY
TRENCHING METHOD'
IF THE R00T WAD CANNOT BE DRNEN WTO THE BANK OR THE BANK
NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD SHOULD
BE USED. THIS METHOD REOINRE$ THAT A TRENCH BE XCAVATED
FOR THE LOG PORTION OF THE R00T WAD.IN THIS CASE,A FOOTER
LOG SHOVED BE INSTALLED UNDERNEATH THE ROOT WAO IN A TRENCH
EXCAVATED PARALLEL TO THE BANK AND WELL BELOW TFIE STREAMBED.
ONE-THIRD OF THE R00T WAD SHOULD REMAIN BELOW NDRM4L BASE
FIDVJ CONDIDONS
NOTES
DRNE POINT METHOD:
SHARPEN THE END OF THE LOG YJRFI A LHWNS4W BEFORE 'DRIVING'
R INTO THE BANK ORIENL R00T WA05 UPSTREAM SO THAT THE STREAM
FLOW MEETS THE ROUT WAO AT A 9ODEGREE ANGLE, DEFLECTING THE
WATER AWAY FROM THE BANK A TRVJSPWIT OR BOULDER SHOULD BE
PLACED ON THE DOWNSTRE4M BIDE OF THE ROOT WPD IF A BALK EDDY
IS FOPIAED BY THE ROOT WAD, THE BOULDER SHOLL BE APPRO%IM4TELY
4'X 7X Z'.
DOUBLE DROP ROCK CROSS VANE
BANKFULL
HEADER ROCK
FLOw_y-
4%708%SLOPE
.__.
11
STREAM BED Fy~ r1_ I
I
~P, __..
ELEVATION _ _ _ _ _.- - R\
T
RO
`-
BACI(FILL (ON-SffEALLIMUNq FOO
ER
CK
lSI STONE FLTER FABRIC
CLASS A STONE
CIASSBSTONE PROFILE VIEW
Ira Ira 1n
BOTTOM BOTTOM BOTTOM
WIDTH OF WIDTH OF VMDTH OF
FLOW
w
u
~ A
Y
~ >-A ..
m
w POOL .. I ~
_ T•~
., `~ . . ~ - .y -
/--~
~ ~ I
I. ~. I SCOUR I
- -NO GAPS \ I
BETWEEN ~ `l
DOULDERS >\- ~
PLAN VIEW
LL
Y p $7
m BACKFILL (ON-SITE ALLUVIUM)
CLASS A STONE
FILTER FABRIC-
tt,, SA'
y'-r, __ -
r ~ FLOODPLAIN SILL
POOLS(IXCAVATED)PER
DIRECTION OF ENGINEER
DEPTH = AVERAGE BANKFULL DEPTH x 1.6 TO 2.0
////--- CLASS B STONE
1' 1 /
-'1''
1'
1D MINIMUM-
SECTION A - A
NOTES FOR ALL VANE STRUCTURES
1. BOULDERS MUST BE AT LEAST 4'x B'x2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINMNGAT THE MIDDLE OF THE HEADER
ROCKS AND IXTENO DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK,
AND THEN UPSTREAM TO A MINIMUM OF TEN FEET.
3. DIGATRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM
SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK
d. STARTAT BANKFULI AND PLACE FOOTER ROCKS FIRST ANDTHEN HEADER (TOP)ROCK
5. CON171NUE WTH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
fi. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE CLASSBSTONE TO FILL GAPS ON UPBTREAM SIDE DF BOULDERS,AND
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS B STONE.
S. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
4MTH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP Of THE HEADER ROCK
CROSS SECTION VIEW

PROJECT REFERENCE NO, SHEET NO.
LIVE STAKING CHANNEL BLOCK

J P0.0JEC7ENGINEER
TOP OF STRFAMBANK TOP OF

STREAMBANK TOP OF STREAMBANK
~ ~
T
~0
NEW CHANNEL TO
BE CONSTRUCTED
~i PRELIMINARY PLANS
1 ~ 1 / ~
1 / / W NOT USB POR CONSTRUCPlON
TOE OF SLOPE ~ I /~ 1 ~ /
~
PLANT STAKES FROM TOP OF BANK
1 ~~~' / ~~ /'~
/,; :; TO TOE OFBANKINADNMOND SHAPED
./
._ ;: ~~
,
r
~
:.
r FLOW#
.
,
,
_
,
.
,
/ ~ ., / / STAGGERED PATTERN
BOTTOM OF CHANNEL I ~~ 1 ,.' 1 ~~~
TOE OF SLOPE / ~ / .1 ;
~s.
. ~ .}~
~ 8000 Rpenry Parkway SYIU 200

'- ~
CHANNEL
ti C ry N MGam4na 21511
a as
~
~
P
I
_ BLDCK I
CRINO -
Fixe m
B-Ifi~5190
CROSS SECTION VIEW PLAN VIEW oLDCHANNEL roBEFILLEO
~( W
SDUARE CUTTOP
BUDS FACINGUPWARD~ PLAN VIEW

_
J 6'A'SPACING WECUTTING
MIN.17 DIA
7-3'LENGTH
f
UNCOMPACTED BACKFlLL
_ _ _ 2'3' SPACING COMPACTED BACKFILL 1.5 MINIMUM
ROOT WAD PLACENENTAS
DIRECTED IN PLANS

~~~ ANGLE CUT
30-45 DEGREES
~
NEW STREAMBANKSHALL BE FlNISH GRADE

~ TREATED AS BPECIFlED IN PLANS 1
~. ' ~
j ~, LIVE STAKE DETAIL ' ~~:;

NODS' CHANNEL INVERT

~~ 1. STAKES SHW LD BE CUTAND INSTALLED ON THE SAME DAY.
2 DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES UUSTBE INSTALLED WITH BUDS POINTING LRWAROS.
PLAN VIEW 4. STAKES SHW LD BE INSTALLED PERPENDICULAR TO BAMC

6. STAKES SHOULD BE 12 TO 21NCHE5IN DIAMETER AND 2 T03 FT LONG. COMPACTED BACKFlLL
6. STAKES SHOULD BE INSTALLED LEAVING 116 OF STAKE ABOVE GROUND.
PROFILE VIEW
LOG VANE BRUSH MATTRESS DOUBLE WING DEFLECTOR
LDG BURIED
BELOWSTREAMBED 1!!
BANKFULL

STAKE53 FT
STAKE (TYP.I

ONSITEALLUNUM

x
BOTTOM BOTTDM BOTTOM
WIDTH OF WIDTH OF NAOTH DF
CHANNEL CHANNEL CHANNEL x

12
t\ \
BANKFULL a 12 GUAGE GALVANIZED
BRUSH U+YER
f
m m
\
\ WRE SECURED TO STAKES O O
\
\\ \ ~ ~
~
~
~
~
~
~ O HEADER ROCK ,p~'
AQ
O
~
~~
o ~/
~j
/
~j
/
~
/
~
~
~~~
~
~
~
~~ BACK FILL WITH VrELL GRADED
M2,
°
i
SE
20'-30' BANKFULL ELEVATION
~ ~
~
~~
~~ ~~
~
~y~ ~~ MATERIAL FROM STREAMBED
\
\
\
\
/
\ j~
~

TRANSPLANTS
®

e

90 BRANCHES MIN PER 3.3 FT. y~ ~
~/~
~~
~~~
~U~ ~~
~~y
STREAMBEO \~\` \/\~\\/~~\ \\/~
~
/~\JJ/\\
~~\
<~
\
~
~
~~ A

~ rc FLOW
f A
~ ~ S ~
F '
0
3 BRANCHE3 OF 1 INCH OR 1E55 \ \ \ \
\ \~
\
\~\\
\
~ \
\~
\\ ~
/
/
~
~/
~
/\~
~j
/
~ 0 Q O
o ~/
~
~
~
~
~
~~
\
~~
/
\
/\ 20° TO 30°

- \
\
\
~
~
\
~
~ 3 ~ NO GAPS
'- FLOW
_ NOTES' '; BEfV~EN
~'~ ROCKS
-~' ~
~~ 1. CREATE I2'DEEP TRENCH
2.STAKE ANDVdRE BRUSH LAYER INTO TRENCH 'Y
~ ~ Q Q ~~t 1
F~
~
'-- 3. BACK FILL 3'OF ONSITE ALLUVIUM OVER BRUSH LAYER `~x1N ~~ 1
I
M k'` ~
LOG BURIED '--
IN STREAMBANN ~l
AnEASrs PLAN VIEW CROSS SECTION
PLAN VIEW
TRANSPLANTS FOOTER
ROCK ~ FIRST ROCK
BOULDER TIED INTO
CLUSTER STRFAMBANN
PLAN VIEW
TOP OF STREAMBANK '-I r ~ ~ 4' ~
LLOyr
~ i 1 JQ~\ A BANKFULL STAGE A
T / 113 T012 BANI(FULL
STREAMBED
1U°I° WOODEN STAKE
NOTCHED FOR YdRE OR - -
~~ ROPE VJIMIN. 3-F T LENGTH

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SECTION A - A
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~ 12 BANKFULL HEADER ROCK
~ 2a FLOW - "~ 2%T04°A SLOPE
TYPICAL STAKE
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PROFILE VIEW
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NOTES: STREAMBED

NOTES:
` ELEVATION
1. BOARD FOR STAKE SHOULD BE 2" x 4" x 18"
1. LOGSSHOULD BE AT LEAST IO'INDIAMETER, REUTNELY STRAIGHT, HARDWOOD
AND RECENTLY HARVESTED. 2. SAW2x4TIMBER DNGONALLY TO PRODUCE2DEAD STOUT STAKES
,
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
DETAIL ARM'X'PROFILE VIEW FOOTERROCK
3. TRANSPLANTS ARE PLACED ALONG THE TOP OF THE BANK OVER THE BURIED LOG VANE TO PROTECT AGAINST

EROSION DURING HIGH FLOWS. NOTE NO SLOPE FOR ARMSYdZ
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PROIECf ENGINEER
CONSTRUCTION SEQUENCE
A Buck Engineering Project Manager will provide construction observation during the construction phase of this
project. The following construction sequence shall be used during implementation of the plan.
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UT1 and M 1
1. Contractor shall prepare stabilized construction entrances as indicated on plans.
2. The Contractor shall mobilize equipment, materials, prepare staging area(s) and stockpile area(s)
as shown on plans.
3. Construction traffic shall be restricted to the area denoted as "Limits of Disturbance" on the
construction plans.
4. The Contractor shall install silt checks and temporary sediment traps at locations indicated on
plans.
5. The Contractor shall install temporary silt fence around the staging area(s). Temporary silt fence
will also be placed around the temporary stockpile areas as material is stockpiled throughout the
construction period.
6. The Contractor shall install all temporary stream crossings as shown on plans. Ditches and stream
reaches on site will be left open during the initial stages of construction to allow for drainage and to
keep site accessible.
7. The Contractor shall begin excavation of the UT1 stream channel. Excavation shall begin at Station
10+00 and proceed in a downstream direction, continuing to the confluence with M1. The
Contractor will begin by excavating floodplain areas to design grades in all areas except within 10
feet of the top of existing stream banks.
8. The Contractor shall excavate the UTt stream channel, starting from the upstream end and working
downstream. All work shalt be done in the dry.
9. Once a section of stream has been excavated to design grades, in-stream structures, matting and
transplants shall be installed in that section per the direction of the EngineerlProjectMonager and
the channel made ready to accept flow.
10. Water will be turned into the new channel once the area around the new channel and the new
channel has been stabilized.
11. The Contractor shall begin work on M1 after completing the UT1 stream channel. The contractor
shall excavate bankfull benches and place in-stream structures moving upstream to downstream.
The Contractor shall not disturb any more section of stream than they can stabilize in one day.
12.Once a stream work in this phase is complete the Contractor will apply temporary seeding,
permanent seeding, and mulch to any areas disturbed during construction. Permanent seeding
mixtures shall be applied as shown on the vegetation plan. Temporary seeding shall be applied in
all areas susceptible to erosion (i.e. disturbed ditch banks, steep slopes, and spoil areas) such that
ground cover is established within 30 working days following completion of any phase of grading.
Permanent ground cover shall be established for all disturbed areas within 15 working days or 30
calendar days (whichever is shorter) fallowing completion of construction.
13. All areas should be seeded and mulched before leaving the project site. Remove temporary stream
crossings and any instream silt checks.
14. The Contractor shall plant woody vegetation and live stakes according to planting details and
specifications. They should complete the reforestation (bare root tree planting) phase of the project
and applied permanent seeding at the appropriate time of the year.
15. The Contractor shall insure that the site is free of trash and leftover materials prior to
demobilization ofequipmentfrom the site.
M3, M4, UT2 and UT3
1. Contractor shall prepare stabilized construction entrances as indicated on plans.
2. The Contractor shall mobilize equipment, materials, prepare staging area(s) and stockpile areas as
shown on plans.
3. Construction traffic shall be restricted to the area denoted as "Lim its of Disturbance" on the construction
plans.
4. The Contractor shall install silt checks and temporary sediment traps at locations indicated on plans.
5. The Contractor shall install temporary silt fence around the staging area(s). Temporary silt fence will
also be placed around the temporary stockpile areas as material is stockpil~f throughout the
construction period.
6. The Contractor shall install all temporary stream crossings as shown on plans. Ditches and stream
reaches on site will be left open during the initial stages of construction to allow for drainage and to
keep site accessible.
7. The Contractor shall begin work on the M3 stream channel at the upstream end working downstream.
8. Once a section of stream has been excavated to design grades, in-stream structures, matting and
transplants shall be installed in that section per the direction of the Engineer/Project Manager and the
channel made ready to accept Flow.
9. Water will be turned into the new channel once the area around the new channel and the new channel
has been stabilized.
10. The Contractor shall begin work on M4 after completing the M3 stream channel. The contractor shall
excavate bankfull benches and place in-stream structures moving upstream to downstream. The
Contractor shall not disturb any more section of stream than they can stabilize in one day.
11. Upon completion of the M4 stream channel, the Contractor shall begin work on the UT2 stream
channel. Excavation of the UT2 stream channel shall begin at the confluence with M4 moving
upstream. All work shall be done in the dry. Pump around equipment will be required between station
19+00 and the confluence with M4. The Contractor shall not disturb any area larger than the
Contractor can stabilize in one day. Once construction is upstream of station 19+D0, the pump around
equipment will no longer be needed. Construction shall continue in an upstream direction to station
10+00.
12. Upon completion of the UT2 channel, the contractor shall begin work on the UT3 stream channel.
Excavation shall begin at the confluence with UT3 and proceed in an upstream direction. All work shall
be done in the dry. Pump around equipments will not be required on this reach.
13.Once a section of stream has been excavated to design grades, in-stream structures, matting and
transplants shall be installed in that section per the direction of the Engineer/Project Manager and the
channel made ready to accept flow.
14. Water will be turned into the new channel once the area around the new channel and the new channel
has been stabilized.
15.Once a stream work in this phase is complete the Contractor will apply temporary seeding, permanent
seeding, and mulch to any areas disturbed during construction. Permanent seeding mixtures shall be
applied as shown on the vegetation plan. Temporary seeding shall be applied in all areas susceptible
to erosion (i.e. disturbed ditch banks, steep slopes, and spcil areas) such that ground cover is
established within 30 working days following completion of any phase of grading. Permanentground
cover shall be established for all disturbed areas within 15 working days or 30 calendar days
(whichever is shorter) following completion of construction.
16. All areas should be seeded and mulched before leaving the project site. Remove temporary stream
crossings and silt check at downstream end of project.
17. The Contractor shall plant woody vegetation and live stakes according to planting details and
specifications. They should complete the reforestation (bare root tree planting) phase of the project
and apply permanent seeding at the appropriate time of the year.
18. The Contractor shall insure that the site is free of trash and leftover materials prior to demobilization
of equipment from the site.
PRELIMINARY PLANS
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a
x
m
w
NOTE:
STREAMBANKS WILL BE PLANTED USING
LIVE STAKES SPECIES LISTED ON SHEET 1A.
PRELIMINARY PLANS
W NOT VSE POR CON5fRUCRON
BUCK BOOO Regeaq Paikxay Salle 20J I
Cary, NOM Camllna ii511
PAOne: P19J63~SaB6
lNOIN!l RINO # Fax: ItBd6}519p
VEGETATION
PLANTING PLAN
sod 2~ o~ s~~o
SCALE (FT)