20071890 Ver 1_401 Application_20071107

Baker Engineering NY, Inc.
797 Haywood Road
Suite 201
Asheville, North Carolina 28806
828-350-1408
FAX [phone]
November 7, 2007
NC Division of Water Quality
Att: Cyndi Karoly
401/Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
07-1890
Subject: Preconstruction Notification and request for 404 and 401 permits for the construction of
the EEP Full Delivery Project called "Blockhouse Creek Stream Restoration Project".
Blockhouse Cree, Broad River Basin - CU# 03050105, Polk County, NC.
Dear Ms. Karoly:
Enclosed with this letter are five (5) copies of the Pre-Construction Notification, EEP approved
restoration plan, project plan set, EEP approval letter and an electronic version of these materials.
I have also attached to the PCN a check for $475.00 to cover the application fee. Baker has
signed an MOU with DWQ for electronic submission of applications and we have attempted to
follow DWQ's guidance with this. In addition I have sent one additional copy directly to Kevin
Barnett to save your office the time and expense of forwarding it to him. We have also submitted
this information to the U.S. Army Corps of Engineers, N.C. Wildlife Resources Commission and
N.C. Land Quality Section for their review. We are providing this information for your
department's consideration and comments relative to 401 permitting.
Blockhouse Creek is not designated as trout water by the Division of Water Quality and does not
appear to provide Coldwater habitat or support trout. We believe that the results of this project
will improve habitat at this site for native aquatic and terrestrial species. We are trying to move
this project to construction by the first of the year and your timely review will be appreciated.
Thank you for your consideration of this request. If you have any questions, please contact me as
soon as possible at 828-350-1408 ext. 2002 or 828-734-7445.
Sincerely,
~1~~
U
Micky Clemmons
Project Manager
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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
,,.,,.
(If any particular item is not appncable to tnts project, please en~ci r~~~ r~~Yii~a~ic ~~ ~.,~ •~
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
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: N L ~r,r
Mailing Address: Attn• Mr G~ Pearce
1652 Mail Service Center
RaleiPh NC 27699-1652
Telephone Number: [phone] Fax Number: (82~ 715-2219
E-mail Address: Guy Pearce(a~ncmail net
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: Micky Clemmons Project Manager
Company Affiliation: Baker En~ineerin¢ NY Inc
Mailing Address: 797 Ha~nwood Rd Suite 201
Asheville NC 28806
Telephone Number: 828.350.1408.x2002 Fax Number: 828.350.1409
E-mail Address: mclemmons(a~mbakercor~ com
Updated 11/1/2005
Page 1 of 10

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 maybe 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: Blockhouse Creek Restoration Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): seven Rarcels - P76-10 P76-11 P76-37, P76-59,
P76 63 P76 64 P76-72• see attached attorneys Opinion on Title for property.
4. Location
County: Polk Nearest Town: Tryon NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The restoration site is
located approximately three miles east of Tryon in Polk County North Carolina on the
Foothills Equestrian Nature Center (FENCES property To access the site from I-26, take SC
exit 1 toward Landrum SC Less than one mile turn right on High Farm Road. At stop sign,
take right on E Prince Road Just past NC/SC state line take left onto Hunting Country Road
(NC 1501 Look for "Mane Gate" FENCE entrance on left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.1986 °N 82.1751 °W
6. Property size (acres): 369 Acres seven parcels)
7. Name of nearest receiving body of water: North Pacolet River
River Basin: Broad
(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/.)
Updated 11/1/2005
Page 2 of 10

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: West of the I-26 crossin~gLBlockhouse Creek and the first
unnamed tributary flow through the FENCE equestrian show area. Adiacent land use is
mowed grass and equestrian arenas Riparian buffers in this section are minimal generally
var~ng between 5 and 20 feet in width Vegetation consists of native and exotic invasive
species The channel has been straightened is incised and has a lot of sand on the bed. East
of the I 26 crossing land use surrounding Blockhouse Creek is more forested with large areas
of mowed _grass maintained for cross country equestrian events and nature programs and a
small fond The two tributaries West of I-26 have forested buffers with UT2 having an early
successional forest and UT3 having a mature forest Riparian buffers in this section are
generally 10 feet to over 100 feet in width Vegetation consists of native trees and shrubs
with some invasives such as multi-flora rose privet and kudzu. The upper channel m this
reach is extremes incised downstream to a walking bridge where it becomes less incised and
has overly_ sinuous meanders that are causing extreme erosion and undercutting trees that are
fallin in the stream A low-head dam will also be removed from this lower reach.
10. Describe the overall project in detail, including the type of equipment to be used:
Restoration and enhancement activities are proposed for this site and include establishing a
conservation easement along Blockhouse Creek and Unnamed Tributaries (UT) 1, 2 and 3,
~.;rading floodplain benches in areas where the channel can no longer access its floodplain,
installing in stream boulder and log structures to protect unstable and newly constructed
stream banks Installation of vegetated geolifts bank and bed grading in existing channel
offline construction of new channel bank matting_and planting and floodplain planting. This
work will rewire the use of track-hoes with hXdraulic thumbs a bulldozer for grading and
dum trucks to move materials.
11. Explain the purpose of the proposed work: The ~ur~pose of this project is to establish a
ermanent conservation easement on Blockhouse Creek and three unnamed tributaries within
the project area and to stabilize the existing unstable stream system by restoring and
enhancing the channels to accomplish a more natural and stable dimension, pattern, and
profile within project constraints Beyond establishing~a more stable channel, the purpose is
to improve fish and wildlife habitat that the channel provides.
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 ~rior~ermits have been requested or issued for the proposed project.
Updated 11/1/2005
Page 3 of 10

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.
No future permit requests anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts from this work will be
minimized whenever possible However in order to accomplish the restoration effort,
impacts may be realized from temporarilX increased turbidity when boulders or woody
materials are installed from temporary loss of vegetation and from stream bed and bank
grading Much of the work on Blockhouse Creek and UT 1 will involve the construction of
new channel outside of the existing channel but connected to parts of the existing channel.
This work will be done "in the dry" as much as possible minimizing impacts. Stream flow
will not be directed into this new channel until all stabilization measures have been
completed Other work on Blockhouse Creek and UT 1 will involve grading and structure
installation inside the existinu channel In this case water will be pumped around the work
area and all stabilization will be completed before flow is released back into the channel. For
most of the length of UT 2 new channel will be constructed in a newly excavated floodplain
in the vicinity_ of the existing channel A dump-around operation will be implemented in
these areas Temporary check dams will be installed at the downstream end of all reaches to
capture anX sediment lost during construction activities Anticipated long-term impacts of
the project include an increase in stream bank stability increased heterogeneity of instream
habitat and improved vegetative cover UT3 will be preserved
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Updated 11/1/2005
Page 4 of 10

Located within Distance to Area of
Wetland Impact T e of Wetland
~ 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Fooodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
Hydrologic alteration
Wetland 1 via stream channel and Scrub-shrub yes 12 .049
floodplain lowering
nearby
Hydrologic alteration
Wetland 2 via stream channel and Scrub-shrub yes 0 .051
floodplain lowering
nearby
Total Wetland Impact (acres) 0.10
List the total acreage (estimated) of all existing wetlands on the property: 2.54 acres:
includes the wetlands above and a 2 44 acre fond and fringe wetlands not impacted by the
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)

1 Reach 1
Blockhouse Grading streambanks/
perennial
21'
910'
.439
Installing structures
Creek
Reach 1 Replace 72" CMP with
perennial
'
2 Blockhouse pipe arch and floodplain 21' 30 .0145
Creek pipes

3 Reach 2
Blockhouse Grading streambanks/
perennial
21'
338
.163
Installing structures
Creek

4 Reach 3
Blockhouse Grading streambanks/
perennial
21'
973
.469
Installing structures
Creek

5 Reach 4
Blockhouse Grading streambanks/
perennial
21'
1905
.918
Installing structures
Creek
6 Unnamed Trib. Grading streambanks/ perennial 9.5 550 .120
1 Installing structures
Updated 11/1/2005
Page 5 of 10

7 Unnamed Trib. Grading streambanks/ perennial 6.5 1262 .188
2 Installing structures
8 Unnamed Trib. Replace 24" CMP with
"
" perennial 6.5 20 .003
2 pipe arch
87
x63
Total Stream Impact (by length and acreage) 5,988' 2.315
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres) 0
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 2.315
Wetland Impact (acres): 0.1
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 2.415
Total Stream Impact (linear feet): 5,988
6. Isolated Waters
Do any isolated waters exist on the property? ®Yes ^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
A 2 44 A fond is located in the vicinity of the project area downstream of I-26. No work is
proposed in or immediatelyaround the~ond
7. 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.):
Updated 11/1/2005
Page 6 of 10

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It 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. The nature of stream
enhancement and restoration work requires that the work be done as described. To minimize
potential impacts we will be disturbing one that amount of stream bank that can be >;raded,
seeded and matted by the end of the day To minimize temporary impacts caused durin;; in-
stream channel construction a temporary barrier will be set in place above the construction area
and water pooled above this barrier will be pumped around the area. The pump and barrier will
be removed when the area is stabilized All graded ground surfaces will be seeded with
temporary and permanent seed mulched and matted to prevent erosion. All staging areas and
soil stockpile areas will be separated from flowing water by silt fencing. See the sediment and
erosion control sheets 29-33 in the~lan set
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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Updated 11/1/2005
Page 7 of 10

Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr.state.nc.us/ncwetlands/strm>;ide.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), aplan 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.
This~roject is being_done as an EEP miti atg ion project
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//h2o enr state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
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)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Updated 11/1/2005
Page 8 of 10

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1
2
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
This project will not increase the impervious surface area.
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.
Updated 11/1/2005
Page 9 of 10

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
We are attempting to complete Rermitting~by the end of December so that we can carryout
construction in the Equestrian Area during January and February. We must complete
construction in this area bX March 1 to avoid planned competitions using this area.

Applicant/Agent's nature ~ ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 10 of 10

NC Ecosystem Enhancement Program
Blockhouse Creek Restoration Project
Tryon, Noah Carolina
INDEX OF SHEETS
~ . ......_... Title Sheet
2 Symbology
3-18 ........... ............ Plans
19-23 ........... ............ Profles
24-27 ........:.. ............ Typical Sections
28 ........... _..,....... Planting Plan
29-33 ........... ............ Erosion and Sediment
Control Plan
34-37 ........... ............ Details
PROJECT ENGINEER
PRELIMINARY PLANS
Do Not Use For Construction
SIGNA
Datum Description:
Horizontal Datum is based on NCGS NAD 83.
Temporary confol points are present on site
and will be used to establish grade and
position by a Baker representative at the time
of construction.
Control Points
Point ID Northing Easting Elevation
GPS-1 543484.67 1050014.23 887.28
GPS-2 542970.46 1050697.19 878.76
GPS-6 542931.59 1052038.75 897.10
GPS-7 542643.78 1052164.18 873.98
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LEGEND OF SYMBOLS
ROCK VANE ~<
ROOTWAD
ANGLED LOG STEP ~'6
CONSTRUCTED RIFFLE 3,
LOG SILL WITH ROOT WADS 3~
J-HOOK ROCK VANE as
TEMPORARY CHECK DAM ~s
VEGETATED GEOLIFT as
TEMPORARY STREAM CROSSING 3s
Loc vANE z
37
BOULDER OUTLET ~~
SF SILT FENCE ac
~E CONSERVATION EASEMENT
- - - - - EXISTING STREAM CENTERLINE
PUMP AROUND ~~ - EXISTING STREAM CENTERLINE
PROPOSED TOP OF BANK
CONTOURS ON ONE FOOT INTERVALS
SUMMARY OF QUANTITIES
ITEM DESCRIPTION QUANTITY UNIT
A MOBILIZATION AND DEMOBILIZATION
B CLEARING AND GRUDBING
C INVASIVE SPECIES REMOVAL
D SAFETY FENCE
E SEDIMENT FENCE
F EROSION CONTROL MATTING
G BRUSH MATTRESS
H GRADING -CUT
I GRADING -FILL
J CLASS A STONE
K CLASS B STONE
L CLASS 1 STONE
M BOULDERS
N FILTER FABRIC
D ROOT WADS
P Loc vANEs
Q LIVE STAKES
R WOODY VEGETATION
S PERMANENT SEEDING
T TEMPORARY SEEDING
U MULCH
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BOULDER STEP }s
~~
STOCKPILE AREA ,6
~~~
CHANNEL PLUG 3a
EXISTING CHANNEL TO BE FILLED
CONSTRUCTION ENTRANCE
TREE TO REMAIN
TREE TO REMOVE
- - - - - GRADING LIMIT
FLOOD PLAIN LIMIT
GENERAL NOTI~JS AND CONSTRUCTION SEQUENCE
Constructionshall be performed in general accordance with the following:
1. The property encompassing this stream restoration project belongs to the Foothills Nature and Equestrian
Center (F.E.N.C.E.). This property and its facilities are available to the public for use on a daily basis.
Extreme caution must be taken to protect the general public using these facilities.
2. Construction activities will likely be under public scrutiny and therefore should be performed with the
utmost care to minimize unnecessary ground disturbances and tree removal and protect water quality.
3. All hiking trails disturbed to accommodate construction activities shall be repaired and re-opened as work
is completed. Four wooden foot bridges are located along the project reach and must be protected when
work occurs around them.
4. Equipment and materials shall be mobilized to the site.
5. Utility locations shown on these plans are approximate. The Contractor shall have all underground utilities
within the project limits located and marked prior to beginning construction.
6. Access to work areas upstream of I-26 shall be from Hunting Country Road onto F.E.N.C.E. property
through their normal traffic entrance ("Main Gate"). Trucks and equipment shall use the facility's roads to
access the project reach. Where the roads are not adjacent to the stream, centralized stream accesses shall
be used as shown in the plans.
7. Access to work areas downstream of I-26 shall be from Hunting Country Road onto F.E.N.C.E. property
through their main entrance (marked with a F.E.N.C.E, sign). A parking lot is located to the right
immediately after taking this entrance. At the back of this parking lot is a gated entrance to the pasture
from which construction access will be made, as shown in the plans.
8. A gravel "construction entrance" that consists of class A stone, at least 50 feet in length, shall be
incorporated into every access point that connects to a public road.
9. Temporary and permanent stream crossings and temporary check dams shall be installed as shown in the
plans. Temporary check dams shall be removed when grading work upstream has-been completed. The
low-head dam just downstream of the I-26 culvert shall serve as a check dam, existing sediment should be
removed from the pool above this dam prior to the beginning of construction and the dam shall not be
removed until all upstream grading work has been completed.
10. Construction shall proceed upstream to downstream. Grading of bankfull benches within a work area shall
be done before new channels are graded.
11. Temporary sand bag coffer dams shall be installed upstream of each work area and flow in the work reach
shall be diverted by pumping and piping around the work area. The length of each diversion shall be
approximately 300 to 500 linear feet. Pumping will be done when work is required in a channel where the
stream is flowing.
12. The limited clearing and grubbing required within the grading limits shall be performed so as to limit
sediment migration off-site. Logs and root wads from trees larger than 10 inches in diameter shall be
stockpiled for use as in-stream structures. Salvageable native vegetation (black willow, tag alder, silky
dogwood,. etc.) shall be harvested for transplanting or for cutting and live-staking materials.
13. The new channel sections shall be stabilized with in-stream structures, erosion control matting, seed, and
transplants before turning water into these sections. Compacted soil channel plugs shall be installed in
areas where the new channel diverges from the original channel, and the original, abandoned channel
sections will be backfilled.
14. Dewatering of off-line channel sections is expected to be minor. Any turbid water pumped during
dewatering operations in the off-line sections shall be diverted through a sediment filter before being
discharged into the downstream reach.
15. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the end of
the work day or before tlow is diverted into a new channel segment.
16. Excess soil materials shall be stockpiled in designated staging and stockpile areas, with silt fence installed
on the stream side(s) of the base of the stockpiles and maintained when sediment has accumulated above
one third of the height of the silt fence and/or the silt fence has failed. Excess soil shall be hauled outside
the conservation easement before demobilization.
17. The flow diversions and temporary stream crossings shall be removed when no longer needed and the
banks in these areas stabilized with seeding and matting.
18. Bank and floodplain vegetation, including brush materials and live stakes, shall be installed during the
dormant season, November to April
DRAWN: MDR
APPROVED:
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CONSTRUCT IN POOLS WHERE THALWEG IS 6' FROM OUTSIDE BANK (SEE PLANS)
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BLOCKHOUSE-CREEK REACH 1 TYPICAL POOL B SECTION
CONSTRUCT IN POOLS WHERE THALWEG. IS 7.75 FROM OUTSIDE BANK (SEE PLANS)

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PLANTING TYPICAL PLAN VIEW
-a,-a-a-ra ~~a_a-l°7°-\ -O-QT~~` ~°
VEGETATION SPECIES TO BE PLANTED
Common Name Scientific Name
BLOCKHOUSE CREEK UPSTREAM OF I-26 AND UT1
a0% TREES 60% SHRUBS PUNTED AT 68D STEMS A
tttEES - PLANTED ON 1 '%13' PACI NG
Red Mvple Acer rubrum 13
Green Asn Fivxinus enn
s 13
BIOCN wvlnut Ju Ions ru ro
Tvfip poplvr 0,5
5 camore 05

UNDERSiORY iAEES SHRUBS -PUN TED ON 10'%10' SPACING
Tog alder Alnus sew fv 9
Sweet Shrub CoH'cvnlhus pvndus 10
nawer~ng dogwood Cvmus DorrAc 6
cororno ea~erbell Hoks;o earolinP m
Redbud Cercis Gonad nsis 7
Ironwood C w orolwianv
vs 9
Paw Pow Mloba
Asim'
BLOCKHOUSE CREEK DOWNSTREAM OF I-26 AND UT2,
60% TREES/4D% SHRUBS, PLANTED AT 6B0 STEMS/A
TREES - PLANTED ON 10'%ID' SPACING
Red My le Arer rubrvm 4
Persimmon D;os rvs urr iruaro
Black wvlnut
rali o ror 2mo noon u; d o ID
s eamare ID
Block the 6
Willow oak Duercus el/os 6
Red vok ercu mbrv 6

UNDERBTORY TREES SHAUBS -PU NTED ON 17'%17' SPACING
To alder A/nus .rerru/vto
Sweet Shrub Cclrconfhus /I Aus
Flowering dogwood Cvrrrus /brido 5
Cvrollno silverbell Na/esia caroAnv 6
Redbad crre;: canoe :.: 6
Ironwood Car nus cvroliniona 6
Paw v Asimirw Mlaba 5
ca,. F >~fr
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~~t ~ STR ANK P ITING NOT PLIED N ~ ~~
'` 0 DELFTS OR DINT RS (~ I ~ // _ ~
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E%CAVATED FLOODPUIN AND RESTORED BUFFER PLANTING n n n n n-tl~a Yny~~n- k k k k ~( k k -.r"'°'R/ _T ~
TREES, UNDERSTORY TREES/SHRUBS, TEMPORARY SEED, RIPARIAN BUFFER SEED _ k k ~~ ~
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EXOTIC INVASIVE SPECIES REMDVAL, PROTECT MATURE EXISTING TREES ~' k / ~
15 0 15 30 non-~ j rn
ESTABLISHED BUFFER ENHANCEMENT PLANTING CONSERVATION EASEMENT non-n~n_ k k ~f~ ____ ~ Q
~- TREES, UNDERSTORY TREES/SHRUBS, TEMPORARY SEED, RIPARIAN BUFFER SEED BOUNDARY (ttP) _
EXOTIC INVASIVE SPECIES REMOVAL, PARTIAL PLANTING RATE, PROTECT MATURE E%IBTING TREES SCALE (FT) n n n n n k non w
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RIPARIAN BUFFER SEED MIX

Common Name
Scientific Name
% Application
Rale
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PermOnenl Mix 75
Cree in Ben[ rass A asks sloknrfem IB
Bi Bluestem Andrv n raNn 5
fk ors Tick &Eens vrisfosv 4
Fox Sed e S
Parlrid a Pea CMnaecr;slo /vsciculala 5
Deer ion ue DrrJwnlhelr'um clvndeslinvm IO
Yr inia mltl R e Emus virgirrcur 20
Bvnesel E vlonum er/almfum
Os Eye Sunflower/FOlse He/iv is Ae/ian(hvides z
Sott Rush Juncus a//uses 5
Wild ber aural Alonorda /r'slu/osv 3
Penns Iwnia smortweed Pal v ns lvvndum
Black E etl Susan Rudbeckm hiRV 5
L'dtle Bluestem
onu
Schirach rium 5
Indlon Gross Sagasfrum nulans 6

Tempura Seed
R e Grvln tall, winter Sesvh cerea/e 100 730
Brawnto Millets er BracAi na r 1011 45
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~heville, NC 28806

DRAWN: MDR
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BETWEEN
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E%CAVATEO PEA
PROFILE
PLAN

STRUCNRE DIMENSION
L It 56
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F de 20
W It 14
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L
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i0P OF BANK HEADER
B ROCK SLOPE SILL ROCKS i0
9' /4 OF 84NKFULL HEIGHT
ROW G ~
STREAM BED -` ~- _!,~-
CIEVARON FOOrER ] TYPE 2 FILTER
CU55 A STONE ROCK FABRIC (NON-WOVEN)
CL155 1 STONE
PROFILE VIEW B-B'
poncc vnxr cmurrLlRE NOTES
1. BOULDERS MUST BE AT LEAST 4' % S~ % 2'.
2. FILTEA FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HDNER ROCKS PNO
E%iEND DOWNWPRD IO THE DEPTH OF THE BOTTOM FOOTER ROCK. AND THEN VPSTRTAM
FOR A MINIMUM OF 51X FEEL.
7. A TRENCH SHALL BE EKCAVATEO BELOW THE BED FOR FOOTER ROCKS. FILL SHALL BE PLACED
ON THE UPSTAEAM SIDE OF VANE ARM. BETWEEN 1HE AAM ANO STREAM BANK.
d. STARTING Ai BANKNLL, FOOTER ROCKS SHALL BE PLACED FIRST AND THEN HFADEA ROCKS.
5. STRUCNAE SWUL BE CONSRiUCTED FOLLOWING ANGLE ANO SLOPE SPEGFICADONS.
6. AN E%TAA OOVLOER MAY BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT, PEfl
ENGINEER'S DIRECTION.
7. CU55 I RIP RAP SMALL BE USED i0 FILL GAPS ON UPSTREAM SIDE OF BOULDERS. CLASS A
RIP AAP SHALL BE USED i0 fR1 GAPS ON UPSTREAM SIDE OF STONE Cuss 1.
8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAA SIDE OF THE STRUCTURE SHALL BE
FlIIED WITH ON-SITE ALLUVUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK,
IF ROOT WAD OOE$ NOT COVER \
ENRRE BANK k CONSTRUCTION I$
BERM (0.5' MA%IMUM Hi.) BERM(5) NOT BETWEEN MIO OCTOBER TO MID
LO E%TEND BEYOND LIMITS ~ ROOT MANCH, BANK SHALL BE
WADS PRDTECIEO WTH BAUSH LAYER
(SEE OETAa) ~ ~
NOODPLAIN BANK
BANKFULL STAGE
BASEFLOW
EROSION CONTROL
MATTING 1/JQ' ROOTuASS HCIGIIT
.SHALL DE toc~+rlD BELOW
-
SiRCA
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FOOTER LOC > 12' DIAMETER SHALL
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8-12 FEET LON BE INSTALLED BELOW STREAMBEO ~
>IO' DIAMETER (OPRONAL PER DIAECNON OF ENGNEER)
CROSS-SECTION VIEW

TRENCHING METHOD:
'- IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK
OR ME BANK REWIRES RECONSTRUCDON, THE
TRENCHING METH00 SHALL BE USED. THIS METHOD
REWIRES hiAT A TRENCH BE EXCAVATED FOR DIE
LOC PORRON OF hIE ROOT WAD. IN hil$ CASE; A
FOOTER l00 SHALL BE INSTALLED UNDERNEATH THE
ROOT WAD IN 0. TRENCH E%CAVATEO PARALLEL TO
1HE BANK ANOW£LL BELOW THE S1kEAMDED.
ONE-THIRD OF THE ROOT WAD SHALL REMAIN BELOW
' NORMAL BASE ROW CONDIhONS.
PLAN VIEW
~OOTER LOC (iYP)
COVER lOG SNAIL
BE ANCHORED UNDER
FOOTER LOGS OR
W11H A BOULDER
ROOT WAD (I1P)
f007ER LOG
(1RENCNING MERIOD ONLY)
DRIVE POINT METHOD:
1HE TRUNK END OF THE LOG SNAIL BE SHARPENED W1H A
CHAINSAW BEFORE''DRIWNG' li INTO DIE BANK. ROOT
WADS SHALL BE ORIENTED UPSTREAM 50 THAT THE STREAM
FLOW MEE75 THE ROOT WAD AT 0. 90-DEGREE ANGLE.
DEfLECPNG THE WATER AWAY FROM hIE BANK. A
1RANSPLANi OR BOULDER SHALL BE PLACED ON THE
DOWNSTREAM SIDE OF 1HE ROOT WAD IF A BACK EDDY IS
FORMED DY hiE ROOT WAD, THE BOULDER SHALL BE
APPRO%IMAIELY 4' % 3' x 2'.

7
I
~~
rRANSPIANn
OOi WADS -
f scouR
POOL A H
_ _~ A
I ~ -
(--- 5~
e1 ROCK CROSS VANE
34 Nor rD scALL
STREAMBANK
iRANSPUNiS
LOC WEIR
HFAf1ER LOG
5.~
PLAN
SECTION A-A'
NOTES:
- 1, LOGS SHOULD BE Ai LEAST 10 INCHES IN DIAMETEA, RELATIVELY STRAIGHT,
HARDWOOD, AND RECENTLY HARJESTED.
2. i0P OF HEADER LDG SHOULD DE SET AT SAME ELEVATION A$ THE STRFAMBED,
- 3, USE FILTER FABRIC TD SEAL GAPS BETWEEN LOGS.
4. NAIL FILTEA FABRIC USING 3~ 100 GALVANIZED CDMMON NAIL EVERY
' ~ 2' ALONG THE LOG.
5. PLACE ROOT WADS A$ CLOSE AS POSSIBLE TO LOG WEIRS TO PROTECT
AGNNSi DANK EROSION.
cuss I sraNE
CLASS A ~~1' ~+-- 10' MIN CHANNEL BEO
STONE I e
ON-SITE CHANNEL A _
ALLUVIUM 7
ON-SITE ALLWIUM
TYPE 2 FILLER I( -
FABRIC 6' MINIMUM
(NON-WOVEN) BOULDER, 4'X7'%2' MIN.
SECTION A - A'
3
0
LL
I
1
I
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I o/1p~0~
I ° ~Y~® 0'
I CT
I o
I B~
I o~ o0
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I
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I
S I
I LENGTH OF
RIFFLE,
SEE P(AN
I
I
I
I
I
i
A I
PLAN VIEW
e ROOT WAD
34 NOT i0 SCALE
~.
HEAD OF
RIFFLE
18" NOMINAL THICKNESS
ON-SITE COARSE ALLUVIUM
MIXED WITH CLASS A STONE
HEAD of Root
OTM
00
3.0'
U
W
O
a
z
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O z J
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W ~ W
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w
e LOG SILL WITH ROOT WADS I ~ CONSTRUCTED RIFFLES orawmg sNeaL
NOi i0 SCALE
34 NDT i0 SCALE 34 Sheet 34 of 37
PROFILE A-A'
SECTION B-B' ~.,

DESIGNED: JDS
DRAWN'. MDR
APPROVED:
T/3 BOTTOM 1/3 DOTTOM - - FLOW
INCLUDES Date'.
CHANNEL CHANNEL 1/2 TO 2/3 20 - Doc MAT ~ ~ M 57 sroNE
20' 10104/2007
BANKFULL HEADER ROCK - ~ e
FLOW
LEAVE 1' - 2' c
?0' T ~ CAPS FLOW _.~ -~._.._-~
tii
WORK AREA ,~4 A
STREAMBED ELEVATION ~~ x ~~ ~
A m ~ BACKFILL ON-SITE ALLUVIUM °~
~ OR N0. 57 STONE) FOOTER ROCK ``~ A
~ CUSS A STONE SCOUR POOL INSUU a"o MAINraIN (wEEKLV) _
THREE CHECK DAMS AT
~ /1 CUSS 1 STONE (EXCAVATED) DOWNSTREAM PROJECT LIMIT B
z NO GAPS PROFILE VIEW PLAN VIEW PLAN VIEW
m DETWEEN
BOULDERS w (sPluwap
MIN 2 3 STREAM YADIH
I CUSS A STONE t~ HEADER
,~ T, ROCK t' MIN. sELaw Lowt=Si
N
SCOUR STREAMBED ~ coNTRACraR rc REMOVE
BACKFILL (ON-SITE ALLUVIUM ~~ SEDIMENTS wHEN ACWMUURON T BANK LEVEL
f - flEACHES 12~ aL
POOL OR NO. 57 STONE) r~ ~~
FILTER FABRIC ~ - ~ cuss I AIPRaP
7S5< 50 N.T.U.
;, .. SECTION A-A
SCOUR POOL (EXCAVATED FOOTER
PER DIRECTION OF ENCIN ER ~I 7' ~ ROCK
2 -CUSS 1 STONE - ~
I ~
PLAN VIEW ~ ~=' ' z' MIN.-~
I O' MNMU SPILLWAY CREST ,y
NOTES FDR ALI VANE STRUCTURES: • ~ ~~~ MJN~ Q ~~
i. BOULDERS MUST BE AT LEAST 4' x 3' x 2'. SECTION A - A - aass I AIPRaP I aass I RIPRAP ~ f s7 sraJE ~
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ~zo' ~Y-2o' ~20' -, ,• ~
ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND I aFLOw ~'
THEN UPSTREAM TO A MINIMUM OF TEN FEET. F W ~ N ~
3. DIG A TRENCH BELOW THE BED "FOR FOOTER ROCKS AND PUCE FILL ON UPSTREAM - ~a ~OQpa~~ 4• ~ O ~
SIDE OF VANE ARM, BETWEEN. THE ARM AND STREAMBANK. m O ~ ~
4. START AT BANK AND PUCE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK. O T N
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. ; DO ~ Z
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE CUSS 1 STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND CUSS A SECTION B-B 3
N
Fl CAPS ON UPSTREAM SIDE OF CLASS 1 STONE.
STONE TO LL ~~ _
8. AFTER ALL STONE HAS BEEN PUCED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE ~
I ~
WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. ~ ~
I. S
2e TEMPORARY CHECK DAM i:' Q
J-HOOK ROCK VANE 35 NDT ro scaLE ~
35 Nor ro sruE U
W
O
a
z
0
Q
O U
STAKE TOP DYER H Z J
OF MATTING IN fi" TRENCH 4' PEEP (ttP) '
(SEE MATTING DETAIL) TOP OF ~'
e BANH Y
EROSION CONTROL MATTING - W
~/~11.5' LIFT OF COMPACTED ENCOMPASSES LIFT W I-
FLOODPUIN ~N-SITE SOIL (ttP) - a' Q
- ~ , ,t U
~ ~ ~ WE BRANCH CUTTINGS (SEE
\< W
PUMING PUN FOR SPECIES) POINT BAR OF CHANNEL ~
tij ~ BED MATERLIL
UNDISTURBED EARTH O
`~/ ~ (SEE TYPICAL SECTIONS) -
6' THICK C1A56 A RIPRAP =
'` ~ `r Y
~~% ~I`//• ~iEUnriaNeED ~ O
VARIES, SEE ,+~~
SHEETS 24-27 ~~^~.~ .~~C OERABOVE OASEFLOW O 1--I lO' MN.(TYP) 12" m
BABEFLOW ~ ~ '
_ ~ 3' E
..,( ~ SURFACE ~ O
FLOW DIVERSION (TYP) ~ _
{ {~ t .
L+. yg H ~ {)`^~ STDNE TOE APPRO% FILLER FABRIC FOR d m ~ n O)
("~~ `~4~ ~, ~"""""" 1 W BELOW FINISHED DRAINAGE UNDER RIPRAP [ " ~ a N
~f'M '{~ A Tf, ~ ~ eED ELEVanoN PROFILE VIEW 0 y N n ~ N
FouN an ~ ~ ~ U n
NOTES: 1)ROOTWAD CLUSTER AND/OA
1. WHEWHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD z)EOUAL Mlx of cuss a ~ [ ~ Z m
CLUSTER, USE EQUAL MIX OF CLASS 1 AND AND cuss t RIPRAP a L m = ~ ~
~ W•-m~ii
CLASS A RIPRAP BEHIND ROOT MASS TO BUILT [ 0 ,
FDUUDAnDN d ~ ~ ¢ r (~
d
W~
~N
ON
U
,W
file Name
e TEMPORARY STREAM CROSSING PEaNBHeers.awg
e VEGETATED GEOLIFT 35 NOT TO SCALE Drawing Sheel No.
35 Nor ro scaLE
Sheet 35 aT 37

- - DESIGNED: JDS
DRAWN: MDR
^) APPROVED:
FLIOW //Jv\ Dale:
BANKFULL 1 1 BURY INTO BEO/BANK _ 1010412007
5 FEET OR GREATER
( ttPICAL )
20'-3
/
12~ DIAMETER
OR CRFATER~ PROTECT BANK
r SEE DETAIL
IE% VATE1
POOL POOL
WI H
~ BANKFULL '
LOGS SHOULD BE I 1/1 TO 1/2
ANCHORED WITH POSTS ^ BANKFVLL
OR BOULDER ~\ \ ROW -~
RIFFLE WIDTH 2
iRFNA BED
I' BELOW MN( EROSION CONTROL
POOL DEPTH MAi11NG, SEE eI
FOOTER LOC
20' 3 LV'P~M~~ SEED SPEGFlCAi1RON5
~ LIVE STAKES / ~ *^"'"~+"
PROFILE VIEW ~'~ "~" FLzaDDPw"
BURY INTO BED/BANK / CLASS I RIPRAP •_:(.'
5 FEET OR CR TER - - - _
( TYPICAL ) ~ - - -
NOTE6 FLOW A / I DESIGN GRADE OF /~//~//~ ~I „""SOIL BACKFILL. SEE
I. LOGS WITHOUT ROOT MASS MAY BE VSED IF APPROJED BY PROJECT ENGINEER. ~ - l~ OLO CHANNEL NEW CHANNEL BANK ~ ~~ ~~ ~ SPECIFICAlI0N5
/~ / SELECT MATERIAL ~ / / / ~ /
E%CAVATEI - ~ MIN
' I POOL ~ ~ / - - - - - - EW CHANNEL BEO
\ Wlp H ~ /I / / ~ V^ I ROW OF BWLDERS - ) S MINIMUM
/~ PLAN VIEW AT UPSTREAM END
~(\///\ CLA65 I RIPRAP
N
Ill
SECTION A-A' I 7
_ ;p
/ ~ o
OR•GAEATEER (6 ~
O
FLOW ~ ~
N
~U
oZ
0
~~
PLAN vlEw `0>
z~
I ~L
~ D7
ANGLED LOG STEP ~ CHANNEL PLUG " Q
3 G NOT TO SCALE Z C NOT TO SCALE ~
U J lJ U
w
O
POST SPACING ~
10' MA% WITH WIRE z
fi MA% WITHOUT WIRE
HEADER ~
10 GAUGE MIN.
TOP 0.ND BOTTOM STRAND - BOULDERS - Q
12 I/2 GAVGE MIN.
MIDDLE AND VERTICAL WIRES ~ A+
STREAMBED OR O U
f U TOP CULVERT INVERi~ HEADER I- Z J
ROCK ..- 9.U' -~ Cn
OF I r3.0 W Z
TOP BANK ~ Y O r
WIRE OF
&JJN
FILTER FABRIC ~ FLOW-~ (W f"
FOOTER ii U
I ROCK FILTER F ~ ~~ LIJ
FOOTER OA I FABRIC PLVNCE Cn
- -_ - -_ - -_ -_ -_ -_ - - - - -_ __ - - - 'SPLASH' BOULDERS POOL ~
---- -- ----------------- -- ---- O
PROFILE VIEW B-D' 2
ELEVATION VIEW ' Y
i U
... PLVNGE ~ O
I POOL
i' J
ON-SRE li CO
ALLUVIUM
FITER FABRIC AND WIRE ~ ~ BANK WITH MATTING
EXTENOMC INTO TRENCH ----"°°' -""""" '-
1 - I ~ i _.... m
A I A I ~~ 5.2 _. L Q
~w.... i `.. "'I - -~--~ LIE
COMPACTED FILL ~ 11 j ¢ ~~I ~ i HE10ER , _...~ ' ~ i ~ y ~ p pi
""_ [ .~.
~~I 1 ..; I ~ C y n ~j N
I- III .. ~I.i .f... 125' ... ., ~ d N ~.
_ _ =111= = _---__ _ _- N~ SE MIN. 32 RICH WIRE WITH MIN. 6 LINE WIRES WITH 12' STAY SPACING. ROCKS _
III-ICI-IDL~ ~I III- , -n-I~-III-I~-III 2. VSE MIN, 36' HIGH FILLER FABRIC, -----, I ~ D ~ ~ N r N
I-I~I-II _III-ICI-III-III-I ~ II-III-III=III-I~~-I~I~~I-I~I-I 3. FASTEN FABRIC ADEQUATELY TO WIRE ANO/OR POSTS AS DIRECTED BY THE p' j j-~ `"'f 1
III=11-r1-1~1=11(~T1=~ 8 II~~T_I=1~I~~1=III-1~I=11~ ENGINEER. I -_i ~~ ! ~, E j a C o L 01 rn
1 - - - M1 USE 5' SELF-FASTENER ANGLE ttPE STEEL POST. PLAN VIEW
j -I __._ a ~_ -'-h (-; ~ d
FOOTER ~ ~ N
4°-----~ ~ ~ CROSS-SECTION A-A' RaKS o ~
POST DRIVEN 2' DEEP O N
W
CROSS SECTION File Name
LOOKING DOWN FENCELINE
i '+~ BOULDER STEP PLnNSHeers.aWy
r J~ SILT FENCE 3~6 NDTroscue DFaWIR9sneecNo.
Zv NOi TO SCALE
26 Sheet 36 of 37

DESIGNED'.JDS
DRAWN MDR
+ ~ - APPROVED
fi TRENCH Dale',
- - - EROSION CONTROL 10f04Yl007
i0P OF STRFAMBANK MATTING
STAI(E (ttP)
\\ \ ~~~\~~\ \/~~~ f/~\\~/\\/ LOG BUPoED
\//\\~\ \/\\~~\~j/'\\ BELOW STREAMBED
/\\/\\'~~\\/\ TOE OF $iREPA1BANK BANK ULL
\\~,[[~/~ i0P OF STREAMBANK
\~\~~ 6" TRENCH FLOW
. 1/3
- X~ BANKFUL 7,
0
STAKE (1YP)!~ - $IAEAMeED ~a1: T
STABILIZADON
TOE OF STRFAMBANK BOULDERS
20'-30'
6" TRENCH 1 _
_ - CHANNEL BED
MATERNL - FLOW
TOE OF SIRFAIAB4NK
e 0 E5. ~ PROFILE VIEW
I) DNJN$ SHALL BE SEEDED AND MULCHED PAIOR TO INSTALLATION OF
HARING - - -
2) MATTING SHALL BE PLACED ACCORDING TO MANUFAC7URER'$ SPECIFICATIONS r
}) MA711NG SHALL DE STP1(ED IN DIAMOND PATTERN
4) Ai TDP OF BANK ANO TOE OF BANK, MATTING SHALL BE PLACED IN 6" NO7E5: Ly
DEEP TRENCH, STAKED. BriCKFILLED. PND COMPACTED O
LOC BURIED 1. LOGS SHOULD BE Al LEAST 1D" IN DIAMETER, REUDVELY STRAIGHT, _
N SIREAMBANK HARDWOOD, AND RECENTLY HARVESTED,
_ AT LEAST 5' 2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORPgNS OF LOG. O
TOP OF STREAMBANK THE WOOD STAI(E SHALL BE THE NORTH AMERICAN GREEN ECO-STA1(E OR n PLAN NEW 3. TRANSPLANTS ARE PLACED ALONG 1HE TOP DF THE DANK 04ER THE
RnnvFn mHNM FNT WITH THE FOLLOWING DIMENSIONS: `) I BOULDER BURIED LOG VANE TO PROTECT AGAINST EROSION DURING HIGH FLOWS.
T ~ ,
_ I I LEG LENGTH 11.00 IN (27.94 CM) 00 ~
HEAD WIDTH 1.25 IN (7.18 CM) LL N
e HFADIHICNNESS 0.40 IN (1.02 CMJ O U
6" TRENCH EROSION CONTROL LEC WIDTH 0.60 IN (1.52 CM) (TMEREO TD POINT) O Z
3
MATTING I LEC THICKNESS 0,40 M (1.02 CM) T ~
l0
TOTAL LENGTH 12.00 IN (}0.4B CM) _ ~
~ N
1 EROSION CONTROL MATTING e LOG VANE _ _- ~ Q
37 Nor ro SCALE ~
37 Nor To scaE
U
W
S4NOBAG/STONE 'Q
BASEFLDW
' CIA55 I RIPRM SPUSH PAD WORMING d
AREA FLOW O
SPECIAL SRLLING BASIN (SEE ~
/ PROJECT SPECIAL PAONSIONSJ
IMPERVIOUS SHEET ~ ``^^
CLASS 6 STONE ~ IMPERNOUS DIKE VJ
~./ DEWAIERINC PUMP O z
SPECIAL SOWNG BASIN LLJ Z
~ SET AT ELEVATION OF Q
/ B' CULVERT INVERT ~ Y ~ ~•
~ GEOTEXTILE ALLUVIUM IXTSrwG GflounN w
CULVERT Iz• nIN, CLASS A srONE W ~ Q
STREAM BANK
U
°~ - "~` W
/ ~; 2 MIN ~
~ 1 ~. TEMPORAPY FlLTER FABRIC FOR
7 ~~poo°,. e, ~,,,(, ~b~ '~ FLEI(IBLE DRNNAGE ttPE 2 Q
A ( Y,„,_........."; ",."7 8t q2' 7AA~ap~P,Ud"d~~ F .IMPERNWS DINE HOSE (NON-WOVEN)
` / ggg ""'~2 ,• ° o°=P o• tS\ (SEE PROJECT IS' i0 20' IS' MIN =
~: , ,- -~d,~s---.. ~ D; ~ 040• . ~""°-~.! ~f SPECIAL Y
~( / (. PRONSIONS) ENISRNC UO
'` r1)\ -.,,„.„.~~,Y _ ~E/+TOnI A A CHANNEL OUENCE OF CONSTRUCTION FCft TWICAL PUMP AROND
ll ~ Li IV
~~ ~~~ ~ q I. INDESIGNATED PROJECiNWINiK NGSMEA. E OOWBSTNEAAI END OG THE J
_ - - ~ d m
re ~ °H +:o ~ COIR MATTIN WORKING AREA 2. THE CONTRACTOR Wlll INSTALL THE PUMP AROUND PUMP AND iME
7EMPORAAY.PIPING THAI WLL CONbEY THE BASE FLOW FRgA
0 °KJA'• °~~ - GEOTEXTLE UP5IREAMOF THE WORK SITE.' C ,
$ Y~J N,„p°. }.' INSTALL UPSTREAM IMPERNWS DINE AND BEgN PUMPING OPERATIONS C
40uuo,° 'Y1PP FOR S7REAM OI1£A40N. m Ly
-; b ll1 g °g0 4 INSTALL 1HE DOWNSTREAM IMPERNOU$ DINE ANO PUMPING APPARAN$ L- O
IF NEEDED TO DEWATER THE EN1RA1'PED AREA THE PUMP ANO HOSE O1~
,. ~ ' 000° -~ CLASS B STONE FOR THIS PURPOSE SNAIL BE OF SUFDgENT SIZE TO DEWATEA THE O =
TEMPORPRY WVAN AREA THIS WAiEfl WLL FLOW INTO A SPECIAL STILLING BASIN. IL ~ ID
~~~~ ~ PIPING 5. ME CONTRACTOR WLL PERFORM STREAM RESigiATlIXI WORK IN ~ ~ (~ O)
0 i m . ~ ACCOAOANCE W11H RIE PLAN ANO FOLL0IWNG 7HE GENERAL O 'Q ~
i~"' CONSTRUC710N SEQUENCE ~ C 7~ O N
A~ """`^^^^^^-- 6, 7NE CONTRACTOR WLL E%CAVATE ANY ACCUMULATED SILT AND O ~ (fJ (~ I N
•''~. ~~'~ i - OEWATER BEFORE REMOVAL OF tHE IMPERNWS DIKE. REMOVE E N ~ N
.~~~ 6M ARTINGU WITH iNEP00 S7REDM OM E~FAASTNIXIBLE HDSE/PIPING ~ p ~ U I
~.~ 7. ONCE 7HE WIXiNING ARE115 COMPLETED, REMOVE 7HE SDLLING BASINS m m m Z QI ~
AND STABN2E DISNRBEO AREAS Wi1H SEED AND MULCH. a L - L ~
C 0
ND7ES: ~ W _ .~ ~ ..
° 1. ENCAVA-ON SHALL BE PERFORMED IN ONLY DRY d Q ~ C
F~ s6cnans DF CHANNEL. E m m 0
SECTION B-B~ 2. IM~AKOA EAS FROM SIREAN FLOW TO SOUTE ~ V ~ Q=. LL
11,. }. THE CONTRACTOR SHALL NOi OISNRB MgtE AflEA ~ W
\\' B NOTES: IMPERNWS ONCE 1HAN CAN BE STA&LRED IN ONE WORKING DAY. W n
CROSS-SECTION SHOULD BE CONSITENT WITH THE (sEE PROJECT 4. THE PUMP ARauNO PUMP sHOUm p N
SPECIAL AOEOUAIELY CONVEY 6.0 CFS FOA MAIN5IEM. ()
TYPICAL POOL CROSS-SECTION. SLOPE AROUND 5. THE PUMP AROUND PUMP sxouLD W
PUMP AROUND PI1MP PRONSIONS) AOEOUAIELY CONVEY 1,5 CFS Fqt HARRIS
PIPE SHOULD BE NO MORE THAN 1:1 AND GRADE ( TRIBUTARY.
PLAN INTO THE TYPICAL CROSS-SECTIONSLOPE, °c 6. PaoNTDE suelLZEO ouTLET Ta STREAM BAMK.
File Name
PLANSHEETS.dwg
3 BO05DER OUTLET 37 TYPICAL PUMP AROUND OPERATION DTaY+roysneecND.
37 Nrs
Sheet 37 of 37