20191266 Ver 1_PCN Form Submission_20190920

DWR
MOM— of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Qiange only if needed.
BIMS # Assigned
20191266
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Western Stream Initiative(WSI) — Mahshie Site
1a. Who is the Primary Contact?*
Jordan Hessler
1b. Primary Contact Email:*
[e-mail]
Date Submitted
9/20/2019
Nearest Body of Water
Shaw Creek
Basin
French Broad
Water Classification
Class C
Site Coordinates
Version# *
1
What amout is owed?*
r• $240.00
* $570.00
Select Project Reviewer*
Andrew Moore:eads\awmoore3
1c. Primary Contact Phone:*
[phone]
Latitude: Longitude:
35.332484 -82.526982
AProcessing Information U
County (or Counties) where the project is located:
Henderson
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
27 - Restoration
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F_ Owner W Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Carolyn Patchen Mashie
2b. Deed book and page no.:
DB:1 E PG: 677
2c. Responsible party:
2d. Address
Street Address
19 Mahshie Lane
Address Line 2
City
Hendersonville
P stat / Zip Cade
28739
State / Ffovinoe / Pagion
NC
Ceuntry
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Christopher, Ethelyn, David Neas, James Eric, Michael Claude, and Willia Schaeffer—Trustee's
2b. Deed book and page no.:
DB 1442 PG: 682
r Yes r No
r Yes r No

2c. Responsible party:
2d. Address
Street Address
51 Yale Road
Address Line 2
City
Hendersonville
Postal / Zip Code
28739
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Resource Institute, LLC
3b. Business Name:
3c. Address
Street Address
2714 Henning Dr.
Address Line 2
city
Winston-Salem
Postal / Zip Code
27106
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
Croject Information
1b. Subdivision name:
(if appropriate)
State / Rwince / f�egion
NC
Country
USA
2f. Fax Number:
State / Prwince / Region
NC
Country
USA
3e. Fax Number:
1c. Nearest municipality/ town:
Hendersonville
2. Project Identification
2a. Property Identification Number:
2b. Property size:
9549840661,9549830986
9.8
2c. Project Address
Street Address
19 Mahshie Ln
Address Line 2
City
State/ Province/ Region
Hendersonville
NC
Postal / Zip (ode
Country
28739
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Shaw Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*

French Broad
3d. Please provide the 12 -digit HUC in which the project is located.
060101050404
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The Mahshie Stream Restoration Project is located at 19 Mahshie Lane approximately 4 miles west Flendersonville and 2 miles east of Horse Shoe in Henderson County. Two streams
run through the property and the site consists of agricultural fields, gardens and demonstration farming facilities. The Land uses surrounding the project area includes forest,
residential, and agricultural fields.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r^ Yes r No r^ Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
3 -Figures 1.pdf
3 -Figures 2.pdf
5.72MB
9.19MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
3 -Figures 4.pdf 7.7MB
4f. List the total estimated acreage of all existing wetlands on the property:
No wetlands existing within the project area
4g. List the total estimated linear feet of all existing streams on the property:
1051
4h. Explain the purpose of the proposed project:*
The proposed project involves approximately 1,051 linear feet of stream restoration on Shaw Creek and an unnamed tributary which are incised and have eroding banks. Incision is
likely a result of prior straightening/ditching. In addition, invasive species are a significant burden to stream function.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The stream restoration project will include adjustments to stream alignment. Bankfull benches and gentler terrace slopes would be constructed and vegetated. The result would be less
bank erosion at the site and a more stable stream system. Trackhoes and typical land development equipment will be used.
4j. Please upload project drawings for the proposed project.
Mahshie 60% Plans 2019-09-19 to Permitting.pdf 6MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No Q Unknown
Comments:
PJD submittal included with this package
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r- Approved r Not Verified r Unknown r WA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
WSI - Mahshie PJD 8-22-19.pdf 35.12MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
U

F Wetlands W Streams -tributaries r Buffers
F Open Waters r Pond Construction
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Sf
3i. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporarystream impacts:
1,051 0
31
Restoration
Permanent
Bank Stabilisation
Shaw Creek
Perennial
Both
15
Average (feet)
1,002
(linear feet)
S2
Restoration
Permanent
Bank Stabilisation
UT1
Perennial
Both
4
Average (feet)
49
(linearfeet)
. Total stream and ditch impacts:
50
3j. Comments:
Al
impacts are associated with the proposed restoration activities. There are no proposed permanent crossings.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The project constitutes a positive impact, promoting high quality bank and channel stabilisation efforts. Banks will be re -vegetated based on NRCS
best management practices and will include seeding, matting, and livestaking along the banks. Existing
vegetated buffers will be maintained or
enhanced where needed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual. During construction, a pump
around will be employed when necessary to avoid working in the wet. Biodegradable coir fiber matting and native riparian vegetation will be used to
stabilize the newly graded restoration areas. A prequalified stream restoration contractor with a high level of exp
erience and competency will be used.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes 6 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
C' Yes 6 No
If no, explain why:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
6 Yes r No
Comments:
G. Supplementary
Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state)
land?*

r Yes r' No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r^ Yes r No
Comments:
Western Stream Initiative is part of NRCS agricultural cost share program and has set reviews by NRCS staff
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H.1 300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r^ Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r^ Yes r No
5d. Is another Federal agency involved?*
r^ Yes r- No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Wildlands reviewed the USFWS Information for Planning Conservation (IPaC) online tool to identify federally listed endangered plant and animal
species that might be impacted by the project. The IPaC review listed these potential endangered species: the Carolina northern flying squirrel
(Glaucomys sabrinus coloratus), Gray bat (Myotis grisescens), Northern long-eared bat (Myotis septentrionalis), Appalachin elktoe (Alasmidonta
ravenelina), Bunched arrowhead (Sagittaria fascinculata), Mountain Sweet Pitcher -plant (Sarracenia rubra spp. jonesii), Small whorled pogonia (Isotria
medeolodies), Swamp pink (Helonias bullata), White Irisette (Sisyrnchium dichotomum). No critical habitats were identified by the IPaC review.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
National Oceanic and Atmospheric Administration (NOAH) Essential Fish Habitat Mapper website
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office (SHPO) GIS Service (HPOWEB) was reviewed for historic resources. No historic resources were present
online within or immediately adjacent to the project area. Our understanding is that the NRCS does its own review of this as well.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
This is a stream restoration project and involves temporary, non-structural work within the floodplain. The floodplain administrator has been contacted
and a floodplain development permit will be obtained through no -rise certification based on hydraulic modeling.
8c. What source(s) did you use to make the floodplain determination?*
North Carolina Flood Insurance Rate Map (FIRM) Panel 370125 Map Number 3700954900J revised on October 2, 2008.
Miscellaneous
Comments
PJD package is attached
Miscellaneous attachments not previously requested.
WSI - Mahshie PJD 9-14-19_fin.pdf
Signature
W By checking the box and signing below, I certify that:
34.97MB
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jordan Hessler
Signature
Date
9/20/2019

USDA
NC= MRCS COL Worksheet
V Jan 2014
Land under contract shall have alease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
I as lanaownerts� or recora to the rarm rroperty ustea apove ao nerepy concur inat the rererencea lessee �r rernei inay
proceed with a NRCS contract containing the listed Structural/Vegetative conservation practice(s). I understand that
Structural/vegetative conservation practices) must be maintained for the lifespan of the practice above. (alock w above)
I certify that the above referenced lessee or renter has Use of the Land described above for the
dates aS indicated abOVe (Blocks 9 and 10). (Signature in block 75 below)
IZ /Z�3/zot�
USDA is an equal opportunity provider and employer.
inclusive

Land under contract shall have a lease /rent agreement for the length of the contract, Landowners will provide their
permission for the participant to install structurallvegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
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of record to the Farm Property listed above do hereby concur that the referenced lessee or renter may
proceed with a NRCS contract containing the listed StructuralNegetative conservation practice(s), I understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above, (Block 14 above)
(Signature in block 15 below)
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as indicated. above Blocks 9 and 10
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USDA is an equal opportunity provider and employer.

U�®� NC- NRCS COL Worksheet
Jan 2014
Land under contract shall have a lease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
UC-y� G}cNg+�
I as lanaownerts) of recora to the rarm rroperty listea aaove ao nereay concur tnat the rererencea lessee or renter may
proceed with a NRCS contract containing the listed Structural/Vegetative conservation practice(s). I understand that
Structural/vegetative conservation practices) must be maintained for the lifespan of the practice above. (Block 14 above)
(Signature In block 15 below)
USDA is an equal opportunity provider and employer.

AGENT AUTHORIZATION FORM
FOR WNCSI STREAM PROJECTS
PROPERTY LEGAL DESCRIPTION:
LOT
N0.Deed
Mahshie
book
Ln
00001E
Paa_
e 677 PLAN NO.
PARCEL
ID:
9549840661
Hendersonville
NC
LOT
NO.
Deed
book
1442 Page
682 PLAN NO.
PARCEL
ID:
9549830986
STREET ADDRESS: 19
51
Mahshie
Ln
Hendersonville
NC 28739
28739•
YALE RD
Hendersonville
NC
Please print:
Property Owner: Carolyn Patchen Mahshie
Property Owner: CHRISTOPHER ETHELYN SCHAEFFER TRUSTEE•SCHAEFFER DAVID NEAS
TRUSTEE•SCHAEFFER JAMES ERIC TRUSTEE•SCHAEFFER MICHAEL CLAUDE
TRUSTEE•SCHAEFFER WILLIA
The property owners above have entered into a Memorandum of Understanding with Resource
Institute, Inc. that authorizes the activities proposed on the subject property (see attached for
reference). As an authorized representative of Resource Institute, I do hereby authorize
Jordan Hessler or other employee , of Wildlands Engineering
(Contractor /Agent) (Name of consulting firm)
to act on behalf of Resource Institute and take all actions necessary for the processing, issuance
and acceptance of this permit or certification and any and all standard and special conditions
attached.
Resource Institute's Address:
2714 Henning Drive, Winston-Salem, NC 27106
Telephone: (
336)-750-0522
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Sig
Date:
Authorized Signature
Date:

Mutual Agreement
for
Stream 3tabilizaLion/ -Res Lora Lion Project
Resource Institute, Inc. (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not limited
to, fiend -raising, administering project funds, and contracting for services needed to complete a
project. RI has recently adopted projects associated with the USDA-NRCS EQIP program such
as the Western NC Stream Initiative and RCPP to help farmers and landowners address eroding
stream banks that are negatively affecting them through loss of property, hazards for livestock,
sediment transport into a stream and degraded aquatic habitat. The farmer/landowner has either
initiated an application for assistance through USDA/NRCS's EQIP program or has already signed
an agreement/contract for assistance with USDA/NRCS's EQIP program. RI's role is to help
attain the funding for the design, construction oversight and unmet construction needs of the work
for sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the farmer/landowner by helping to address issues related to managing and
N
ontracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization. RI's
objective is to help address current water quality degradation issues; however, work cannot be
guaranteed for acts of nature related to flood events or beyond the one year work warranty given
by the contractor. RI is working with NRCS, Conservation Districts and the farmers/landowners
to help reduce those impacts as much as possible.
In providing services to the fanner/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS. This includes maintaining DUNS and/or SAM.gov registration for entities if
applicable.
3. Farmer/landowner will allow NRCS to provide RI with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to share with RI's other finders in an effort to help obtain matching
dollars. This is consistent with the 1619 policy and RI's role as a NRCS Conservation
Cooperator assisting USDA-NRCS with technical and/or financial assistance through a
cooperative agreement. (Initial/date) STM 6/26/2018

4. The farmer/landowner will assign payments for stream restoration/stabilization related
items/practices in the federal contract to Resource Institute using form NRCS-CPA-1236
within 15 days of the completion of construction for these items/practices.
5. Farmer/landowner will sign the NRCS-CPA4245 within 15 days of notification to sign
this form to allow payment of the completed items/practices. (Initial/date) JTM 6/26/2018
6. RI will serve as the financial manager for all funds related to the stream
restoration/stabilization activities received for the project. This includes providing the
farmer/landowner (federal contract participant) with a receipt corresponding to the
federal funds received related to the stream restoration/stabilization practices/items.
Note: The federal funds received are based upon a payment schedule rate for the average
cost.
7. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
8. RI will work, with farmers/landowners to resolve differences between construction costs
and payment schedule rates.
9. RI will also provide a local representative to assist with project management and to serve
as a liaison with NRCS/SWCD personnel, RI and the contract participant. Your RI
Representative contact info is listed below:
RI Representative Nat�te:
Henderson
County
Tina GtaYtett
(Phone):
Shaw Creek
Stream Name
_JOHN MAHSHIE, landowner_
Participant/landowner Print Name &TI
6/26/2018
Date
828.606.8212
Phone Number
828-342-9967
Stream Length
John Mahshie'oaea2o,8o626y,6°4�:4ao400
Participant/landowner Signature
[e-mail]
Email Address
Chairman, Resource Institute RC&D, Inc. Date

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Figure i Vicinity Map
Western Stream Initiative - Mahshie
French Broad o6oioio5
Henderson County, NC
8/23/19

■ ■ Assessment Area 1
■ — w — � a
O Site Lat/Long Location
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Figure z USGSTopographic Map
0 500 000 2,000 Feet Western Stream Initiative - Mahshie
W I LD LAN D S > > French Broad o6oioio5
ENGINEERING Henderson County, NC
I I I I t 8/23/19

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Project Parcels
Co - Codorus loam
Project Streams
Non -Project Streams
Stream Classification Point (SCP#)
.s
Shaw Creek
(1,002 '-
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11
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Figure 3 Soil Map
0 50 100 200 Feet Western Stream Initiative - Mahshie
W I L D L A N D S French Broad o6oioio5
E N G I N E E R I N G Henderson County, NC
1 1 1 1 t =/23/19

Western North Carolina Stream Initiative - Mahshie
Henderson County, North Carolina
for
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0
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
Resource Institute
No
KE SO U R(.L
Natural Resources
Conservation Service
D N RCS Natural Resources
Conservation Service
Prepared By
kt�
WILDLANDS
E N G I N E E R I N G
Permitting Plan Set
September 19, 2019
Sheet Index
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Typical Sections 1.0
Plan and Profile Sheets 2.0-2.1
Erosion and Sediment Control 3.0
Planting Plan 4.0
Details 5.0-5.6
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
Aaron Earley, PE, TSP
704.332.7754 x109
Jake McLean, PE
167-B Haywood Rd.
Asheville, NC 28806828-774-5547
Topographic survey was derived
from North Carolina's Quality Level
1 (QL1) LiDAR in combination with
Wildlands Engineering survey.
Owner:
Resource Institute
Field Representative:
Tim Garrett
828-342-9967
NRCS Representative:
Emily Pohlman
Soil Conservationist
Hendersonville Field Office
61 Triple Springs Rd.
Hendersonville, NC 28792
828-697-4949
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MAHSHIE, CAROLYN PATCHEN
19 MAHSHIE LN
HENDERSONVILLE, NC 28739
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EXIST. POWER POLE I Ilk 1,
CHRISTOPHER, ETHELYN SCHi "k
51 YALE RD kEFFER
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9549143163
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9549746227 '/`64�734558
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9549748099
CHRISTOPHER, ETHELYN SCHAEFFER
51 YALE RD
SCIMONE, RICHARD)LECKER,
PRUITF, ARNOLDARNOUD EST PRUITT, HAZEL HEIRS
MICHAELJ
o
-4
HENDERSONVILLE, NC 28739
34 BLUE HAVEN WAY
63 YALE RD
HENDERSONVILLE, NC 28739
\
30'
60' 90,
E
HENDERSONVILLE, NC 28739
W
u

GENERAL NOTES:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1-800-632-4949) PRIOR TO COMMENCEMENT OF WORK.
ALL DAMAGE TO UTILITIES BY CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
2. CONTRACTOR TO REPAIR DISTURBED AREAS ON ALL PROPERTIES ACCESSED TO PRE-EXISTING CONDITION.
GARDEN TO BE RIPPED TO SUBSOIL BUT ROWS NEED NOT BE REESTABLISHED BY CONTRACTOR.
3. CONTRACTOR SHALL REMOVE ALL SOIL CONTAMINATED WITH INVASIVE SPECIES FROM THE SITE AND
DISPOSED OF AT LANDFILL.
4. CONTRACTOR SHALL DISPOSE OF EXCESS SOIL, ROCK, GRAVEL AND OF CLEARED AND GRUBBED MATERIALS
INCLUDING TREES, SHRUBS, AND INVASIVE SPECIES AT AN APPROPRIATE LOCATION IN ACCORDANCE WITH
APPLICABLE LAWS & REGULATIONS.
5. DISPOSE OF TRASH AND DEBRIS GENERATED OR COLLECTED DURING WORK ACTIVITIES OR INDICATED ON
PLANS AND DISPOSE OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.
CONSTRUCTION NOTES:
1. CONTRACTOR WILL BE REQUIRED TO LOCATE AND/OR REESTABLISH SITE CONTROL. ENGINEER WILL
PROVIDE AUTOCAD FILES WITH GRADING MODEL BUT SEALED SITE PLANS SHALL SUPERCEDE MODEL.
2. LOCATION OF STRUCTURES WILL BE FIELD VERIFIED BY DESIGNER IN FIELD. DO NOT BUILD STRUCTURE
WITHOUT PRIOR VERIFICATION.
3. EXCESS CUT MATERIAL MAY NOT BE PLACED ON-SITE WITHIN THE 100 -YEAR FLOODPLAIN EXCEPT WHERE
THE SITE PLANS INDICATED THAT EXISTING GRADE IS TO BE RAISED.
4. WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW AND MATTING BY THE
END OF EACH WORK DAY.
5. SUPPLEMENTAL STONE/BOULDERS WILL BE REQUIRED FOR INSTREAM STRUCTURES.
6. CONTRACTOR TO FLAG/PAINT ALL TREES FOR REMOVAL AND THESE SHALL BE FIELD VERIFIED BY THE
DESIGNER PRIOR TO REMOVAL.
7. CONTRACTOR SHALL REPAIR SOIL AND GRASS FARM ROADS, AND RESTORE TO PRE -PROJECT CONDITION
PRIOR TO DEMOBILIZATION.
8. CHANNEL BACKFILL AREAS SHALL BE FILLED WITH CLAY, CLAY -LOAM OR LOAM MATERIAL (LOAM MATERIAL
MUST BE ACCEPTED BY DESIGNER). SAND BACKFILL WILL NOT BE ACCEPTED. IF SUITABLE MATERIAL IS NOT
GENERATED DURING BANK EXCAVATION, SUITABLE MATERIAL MUST BE OBTAINED ELSEWHERE ONSITE (THE
BED CONTAINS VISIBLE CLAY DEPOSITS). MATERIAL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 12".
NOTE:
TOPOGRAPHIC SURVEY WAS DERIVED FROM NORTH
CAROLINA'S QUALITY LEVEL 1 (QL1) LiDAR IN COMBINATION
WITH WILDLANDS ENGINEERING SURVEY.
Existing Features
Existing Property Line
Existing Thalweg
------100------- Existing Major Contour
Existing Minor Contour
FEMA FP -FEMA FP Existing FEMA Floodplain
Existing Tree
Proposed Features
EROSION CONTROL NOTES:
1. A PUMP AROUND IS NOT ANTICIPATED TO BE REQUIRED.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL
DEVICES IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
ADDITIONAL EROSION AND SEDIMENT CONTROL BASED ON WEATHER CONDITIONS OR
ADDITIONAL DISTURBANCE SHALL BE AT CONTRACTOR'S EXPENSE.
3. LOCATE EQUIPMENT AND MATERIALS STAGING LOCATIONS SO AS TO MINIMIZE SITE
DISTURBANCE. ENGINEER TO APPROVE ANY STAGING AREAS NOT DEPICTED ON PLANS.
4. INSTALL SILT FENCE ON STREAM SIDE OF ALL SOIL STOCKPILE AREAS OR STAGING
AREAS THAT CREATE BARE GROUND CONDITIONS OR STAGE OTHER MATERIALS OR
EQUIPMENT THAT COULD LEAD TO POLLUTION OF ADJACENT LAND OR WATER.
5. CONTRACTOR SHALL FOLLOW APPROVED HAUL ROUTES DEPICTED ON PLANS AND
SHALL NOT DISTURB OTHER AREAS WITHOUT ENGINEER APPROVAL.
6. INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO
COMMENCING WORK.
7. CONTRACTOR RESPONSIBLE TO INSTALL ADEQUATE MEASURES WHEN CROSSING LIVE
STREAMS AT EXISTING FORD CROSSINGS IN ORDER TO PREVENT EROSION AND
SEDIMENTATION.
8. EQUIPMENT BROUGHT TO PROJECT SITE SHALL BE CLEAN AND FREE OF LEAKS.
9. CONTRACTOR TO MAINTAIN ALL EQUIPMENT AT LEAST 100 FEET AWAY FROM STREAM
AND SHALL MANAGE ALL FLUIDS TO PREVENT LEAKING ONTO GROUND.
10+00
+ _ Proposed Thalweg Alignment
Proposed Top of Bank
-
B- B- B- B- B- Proposed Back of Bench
. - - - - - - - - - - - - -. Proposed Top of Terrace
__<0>__Proposed Major Contour (not shown 60%)
Proposed Minor Contour (not shown 60%)
Proposed Tree Remove
Proposed Structures
Proposed Rock Cross Vane
OProposed Rock l -Hook
QProposed Log or Rock J -Hook
47�0
Proposed Boulder Spur Vane
Proposed Riffle Per Plans
Proposed Brush Toe with Geolift
r7777777M1___1 Proposed Brush Mattress
auoo�o�itiwAti�
Morphologic Characteristics Table
Shaw Creek DA = 2,400ac=
3.75sqmi
Existing
Proposed
1 Stream Type
G4
Bc4/C4
2 Bankfull Area
sqft
44.9
47
3 Bankfull Width
ft
20.6
26
4 Mean Bankfull Depth
ft
2.2
1.8
5 Max. Depth
ft
3.1
2.9
6 Width/Depth Ratio
9.5
14
7 Floodprone Width
ft
29.3
40-60
8 Entrenchment Ratio
1.4
1.5-2.3
9 Bank Height Ratio
2.1
1.0
30 Sinuosity
1.27
11.2
11 Avg. Water Surface Slope ft/ft
.0047
0.0052
12 Riffle Slope
ft/ft
.002-0.05
0.005-0.017
13 Riffle Length
ft
12.2-119.9
35-130
14 Max. Pool Depth
ft
1-4
4.8
15 Pool to Pool Spacing
ft
28-147
80-140
16 Pool Length
ft
15-77
30-70
17 Inner Berm Area
sqft
NA
NA
18 Inner Berm Width
ft
NA
NA
Erosion and Sediment Control Features
[x] Axl Proposed Temporary Silt Fence
Proposed Construction Entrance
-SAF SAF- Proposed Temporary Safety Fence
.:

rd
2100
2095
2090
2085
100+00 100+50 101+00 101+50 102+00 102+50
103+00
II _
EXIST. POW
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---—
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PROPOSED GRADE
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---—
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2095
2090
2085
104+00 104+20
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2100
2095
2090
2085
104+20
104+50
SEE DETAIL 2, SHEET 5.5
FOR BANK GRADING
- ------
209
7 ----
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209 e -I I - ---- g �r e,
M. -
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105+00 105+50
T
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- 2096,
106+00
LN�UT LOD LOD
106+50 107+00 107+50
EXIST. PROPERTY
- SOD LINE (TYP.) i
/
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El
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PREPARE SLOPE FOR '10 ao, ao, ao, x � --20
2088'
5 -
USE AS PEDESTRIAN_____
I TRANSPLANT71- ACCESS TO CROSS
JAPANESE MAPLE VANE (BOTH SIDES OF
CREEK) EXIST. GARDEN LIMITS, TYP.
I I (DO NOT DISTURB)
., - -0i-001-001 clol
/ EXIST. BUILDINGS
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(VERTICAL)
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2090
2085
107+72
N
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PROPOSED
BANKFULL
EXISTING GRADE
I
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\
\
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PROPOSED GRADE
104+50
SEE DETAIL 2, SHEET 5.5
FOR BANK GRADING
- ------
209
7 ----
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209 e -I I - ---- g �r e,
M. -
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105+00 105+50
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- 2096,
106+00
LN�UT LOD LOD
106+50 107+00 107+50
EXIST. PROPERTY
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/
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PREPARE SLOPE FOR '10 ao, ao, ao, x � --20
2088'
5 -
USE AS PEDESTRIAN_____
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JAPANESE MAPLE VANE (BOTH SIDES OF
CREEK) EXIST. GARDEN LIMITS, TYP.
I I (DO NOT DISTURB)
., - -0i-001-001 clol
/ EXIST. BUILDINGS
0' 2' 4' 6'
(VERTICAL)
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0' 20' 40' 60' 'z o N m Q
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2100 H t=
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G0�
2090
2085
107+72
N
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--------- - -------
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DID
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vo
HAUL ROADS (TYP), LOOSEN STAGING STOCKPIL
EXIST. BUILDINGS
COMPACTED SOILS PRIOR SCREENING AREA
TO RESEEDING
EXIST. GARDEN LIMITS = 161
(DO NOT DISTURB)
1010
LO
L
LOD OD
EXIST. PROPERTY
P
LINE (TYP.)
TEMPORARY ROCK SEDIMENT DAM r
SEE DETAIL 3, SHEET 5.5
LOD
_Inn— Z zz
1 0,
L
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40" POP
104+00—
k CRE ------
vwj CRF
c" _001
(707
----- \-EXIST. PROPERTY
LINE (TYP.)
- ----------- ----------------
----------
EXIST. RAILROAD ------
TRACKS (NOT IN USE) --- --------------- --- -----
------------------------ '_"
-------- --- 7
- ---------------
I.
Oil I �'
„l 1 -----------------
TEMPORARY CONSTRUCTION
ENTRANCE, COMPLY WITH
NCDOT ENCROACHMENT PERMIT
EXIST. DRIVEWAY CROSSING
EXIST. 18" CPP (2)
0 11
1 ill
IU�t
v
EXIST. PROPERTY
100+uu
------ 5 LIN E (TYP.)
O
EXIST. GUY WIR ------
------ - ---_ _ it i,�l___ , \'.
-
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nt-
EXIST POWER POLE
-------
-
106+00
V,
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STAGING STOCKPILE
SCREENING AREA
_GO1— (707
Gol
- - --------- _GOI
7
%(301
c" _001
(707
----- \-EXIST. PROPERTY
LINE (TYP.)
- ----------- ----------------
----------
EXIST. RAILROAD ------
TRACKS (NOT IN USE) --- --------------- --- -----
------------------------ '_"
-------- --- 7
- ---------------
I.
Oil I �'
„l 1 -----------------
TEMPORARY CONSTRUCTION
ENTRANCE, COMPLY WITH
NCDOT ENCROACHMENT PERMIT
EXIST. DRIVEWAY CROSSING
EXIST. 18" CPP (2)
0 11
1 ill
IU�t
v
EXIST. PROPERTY
100+uu
------ 5 LIN E (TYP.)
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------ - ---_ _ it i,�l___ , \'.
-
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-
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------------
TEMPORARY
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-----------
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NOTE:
HARVEST WILLOW TRANSPLANTS
EXIST. PROPERTY
oEt
LODh
,
1
,LO°jy
Permanent Riparian Seeding
Riparian Zone
Pure Live Seed (20 lbs/ acre)
Approved Date
Common name
Latin name
%
Quantity
Spacing
Pignut hickory
Caryl glabra
0.05
26
Physocarpus opulifoll
Mockernut hickory
Caryl tomentosa (C. alba)
0.05
26
Carnus sericea (C. stolonifera)
American hazelnut
Coll americana
0.1
51
1 row, 3'
spacing
Sourwood
Oxydendrum arboreum
0.1
51
Cephalanthus occidentalis
Black Walnut
luglans nigra
0.1
51
Salix nigra
Oak spp.
Quercus spp.
0.05
26
Salix sericea
White Oak
Quercus alba
0.1
51
(8'x8')
Blackgum
Nyssasylvatica
0.1
51
All Year
Persimmon
Diospyros virginiano
0.05
26
Black Willow
Salix nigra
0.1
51
All Year
Silky Willow
Salix sericea
0.1
51
All Year
Highbush blueberry
Vaccinium corymbosum
0.1
51
Permanent Riparian Seeding
Herbaceous Plugs
Pure Live Seed (20 lbs/ acre)
Approved Date
Common name
Latin name
%
Quantity
Spacing
Soft Rush
luncus effusus
0.4
320
Physocarpus opulifoll
Swamp Milweed
Asclepias incarnata
0.1
80
Carnus sericea (C. stolonifera)
Sedge spp.
Carex spp.
0.1
80
1 row, 3'
spacing
Fringed Sedge
Carex crinita
0.3
240
Cephalanthus occidentalis
Hardy Hibiscus
Hibiscus moscheutos
0.1
80
Salix nigra
Permanent Riparian Seeding
Livestakes
Pure Live Seed (20 lbs/ acre)
Approved Date
Species
Live Stakes: 1 row planted along banks
Stratum
Common name
Latin name
%
Quantity
Spacing
Ninebark
Physocarpus opulifoll
0.1
160
Red Twig Dogwood
Carnus sericea (C. stolonifera)
0.1
160
Herb
SiIkyDogwood
Coll amomum
0.1
160
Herb
Buttonbush
Cephalanthus occidentalis
0.1
160
2 row, 2'
spacing
Black Willow
Salix nigra
0.1
160
Herb
Silky Willow
Salix sericea
0.1
160
Herb
Elderberry
Sambucus canadensis
0.4
640
Permanent Riparian Seeding
To be planted within Streambank and Riparian Forest Zones
Pure Live Seed (20 lbs/ acre)
Approved Date
Species
Comman
Stratum
Desity
May l - Aug 15
Setaria italica German Millet Herb
Name
---- -'_-- ---- --- - - -------'-`------__`- � _
- _'
(lbs/acre)
Panicum
Redtop
-_
All Year
rigidulum
Panicgrass
Herb
3.0
All Year
Agrostis hyemalis
Winter
Bentgrass
Herb
3.0
Chasmanthium
--'
j
- - ----
- - ' - - - -- - -
-
All Year
latifolium
River Oats
Herb
2.0
All Year
Rudbeckio hirto
Blackeyed
Herb
1.0
_0.
.- - _
_------------
Susan
All Year
Coreopsis
Lanceleaf
Herb
1.0
lanceolata
Corel
All Year
Carex vulpinoidea
Fox Sedge
Herb
3.0
All Year
PanicumDeertounge
Herb
3.0
clandestinum
All Year
Elymus vi rginicus
VirginniaeWild
Herb
2.0
All Year
Asclepias syrica
Common
Herb
0.2
Milkweed
All Year
Baptil australBlue
False
Herb
0.2
Indigo
Gaillardia
Annual
All Year
pulchella
Gaillardia
Herb
1.0
Echinacea
Pale Purple
All Year
purpurea
Coneflower
Herb
0.6
1600
EXIST. BUILDING
EXIST. GARDEN LIMITS
(DO NOT DISTURB)
LO
LOD LOD
Temporary Seeding
Pure Live Seed
Approved Date
Species Common Stratum
Name
Den sty
(lbs/acre)
Aug 15 - May 1
Secale cereale Rye Grain Herb
140
May l - Aug 15
Setaria italica German Millet Herb
50
X00
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SEE PROFILE
FOR LENGTH OF RIFFLE
HEAD OF RIFFLE ELEVATION
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
B
POINT PER PROFILE
A
3
55° TO 65°
BURY INTO BANK 3' MIN. (TYP)
0
(TYP)
THALWEG
BANKFULL
TOP OF BANK
MIX OF CLASS B
I1
12" DIAMETER OR
HEAD OF RIFFLE
FLOW
0.2' MAX.
WATER
AND ONSITE
GREATER, FOOTERED
SURFACE
TAIL OF RIFFLE ELEVATION
WITH STONE (TYP)
POOL
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
(
WIDTH
POINT PER PROFILE
RIFFLE BOTTOM
=
PER
A
A'
WIDTH PER
TYPICAL
TYPICAL SECTIONS
SECTION
FLOW
I
5' MIN.
(TYP)
NONWOVEN
FILTER FABRIC
TOE OF SLOPE (TYP)
Profile View
A -A'
SALVAGED ONSITE
COBBLE/GRAVEL
TAIL OF RIFFLE ELEVATION
ANCHOR STONE
BED MATERIAL
POINT PER PROFILE
CLASS 1 (TYP)
TOP OF BANK (TYP)
1/2 TO 2/3
/ 1
INTERPRET
BANKFULL
ROOTWAD AS
Plan View B'
TOP OF BANK TOE OF
TAIL OF RIFFLE ELEVATION
BRUSH TOE
MATERIAL PER
SLOPE
POINT PER PROFILE
BRUSH TOE DETAIL,
0%-4%
MINIMUM LENGTH
SALVAGED ONSITE
ALONG BANK 8'
COBBLE/GRAVEL
(NP)
BED MATERIAL
B'
SALVAGED ONSITE
5' MIN.
(TYP)
5' MIN.
(TYP)
COBBLE/GRAVEL
Log Section B -B'
MIN.
BED MATERIAL
RIFFLE INVERT PER PROFILE
�3
O
A'
TOP OF BANK (TYP)
NOTES:
B
1. LOGS WITHOUT ROOT MASS MAY
BE USED ONLY IF
Profile A -A'
Section B -B'
APPROVED BY THE DESIGNER
Plan View
2. BOULDER MATERIAL CAN BE SUBSTITUTED IN PLACE
OF ANGLED LOGS WITH APPROVAL
OF DESIGNER
Constructed
Riffle
1
s.o Not to Scalez
Rock and Roll Riffle
5.0 Not to Scale
CR -CR
CR -RR
SEE PROFILE CLASS 1 STONE
FOR LENGTH
OF RIFFLE OR SALVAGED
HEAD OF RIFFLE ELEVATION
ONSITE BOULDERS
POINT PER PROFILE
MIN 0.5'x1'x1.5'
� CR -JZ
CR -CH
B
TOP OF BANK (NP)
BURY INTO BANK 5' MIN. (TYP)
°�
BANKFULL
SALVAGED ONSITE
COBBLE/GRAVEL
TOE OF SLOPE (TYP)
FLOW BED MATERIAL
HEAD OF RIFFLE
O
O
TAILARIFFLE
ELEVATION POINT
ELEVATION POINT
O
O
PER PROFILE
PER PROFILE
x a
A
A'
z O
Profile View A -A'
m LL
O O
B
O
F-
B'
BURY INTO BANK V MIN. (TYP)
CLASS 1 STONE
Plan View
OR SALVAGED
LOG STRUCTURE
I
SALVAGED ONSITE
ONSITE BOULDERS
SALVAGED ONSITE
TOP OF BANK EXPOSED UNTIL
_
COBBLE/GRAVEL
MIN 0.5'x1'x1.5'
COBBLE/GRAVEL
CENTER OF CHAN
BED MATERIAL
BED MATERIAL
CLASS 1 STONE
e
OR SALVAGED
OE OF SLOPE
ROCK VANES MAY
BOULDERS
BE USED IN PLACEONSITE
3" MAX
MIN 0.5'x1'x1.5'
RIFFLE INVERT PER PROFILE
OF LOGS AT
VARIES PER
TOP OF BANK (TYP)
ENGINEER'S DISCRETION
BASEFLOW
Log Section B -B'
Section A -A'
Section B -B'
TAIL OF RIFFLE ELEVATION
NOTES:
Plan View POINT PER PROFILE
1. STRUCTURES SHOULD VARY IN SIZE AND
Chunk Riffle
TYPE WITHIN EACH RIFFLE.
Riffle Structure
5
2. ROCK MAYBE SUBSTITUTED FOR LOGS AT 3
JdZZ
0 Not to Scale
ENGINEER'S DISCRETION. 5.0
Not to Scale
L0�
so
M

SALVAGED ONSITE
COBBLE/GRAVEL
PLACE HEADER BOULDERS BED MATERIAL
WITH 1' TO 2' CLEAR SPACE
BETWEEN ROCKS. HEADER LOG
NO GAP BETWEEN FOOTERS TOP OF BANK TYP
F H 3-
INVERT ELEVATION TOE OF SLOPE TYP
PER PROFILE i EXCAVATE POOL
PER PROFILE
F�q&
SCOUR
POOL
~�- \ PLACE HEADER BOULDER Section B -B' Y 20* -300 �ATO PREVENT LOG FROM SHIFTING.
Y 20°-30° A
B SALVAGED ONSITE
A' COBBLE/GRAVEL
VANE ARM BED MATERIAL
LENGTH OFFSET HEADER LOG
(X) 0.25' TO 0.5' UPSTREAM �{
OF FOOTER LOG
Plan View
1 Lo -Hook
5.1 Not to Scale
B'
LENGTH OF
VANE ARM a
(Y)
OE
B
INVERT / 1 /EXCAVATE POOL
WIDTH / f PER PROFILE
(W) A /
STRUCTUREINVERT
ELEVATION POINT
PER PROFILE
Plan View
Structure Dimensions
H (FT)
X
W (FT)
X
Y (FT)
X
0(DEGREE)
X
S(%)
X
HEADERLOG
FOOTER LOG
NONWOVEN
FILTER FABRIC
(TYP)
H
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
Rock Cross Vane
5.1 Not to Scale
%o
0
D
FOOTER LOG
SLOPE
FILTER FABRIC
EXTENDS 5' MIN.
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER ROCK
TYPE 2 TOE OF SLOPE
FILTER FABRICCHANNEL BED
,1
FOOTER ROCK
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
1/3
Bottom
DIMENSIONS (TYP.)
DIMENSIONS REACH 1
REACH 2
X (FT) X
X
Y (FT) X
X
Z (FT) X
X
0(DEGREE) X
X
S(%) X
X
STRUCTURE INVERT ELEVATION HEADER ROCK
PER PROFILE
EXTEND FILTER
FABRIC 5' MIN. 1
UPSTREAM -
%
FOOTER ROCK
Plan
a a
Y
m 0
LL � LL
0
a Y
0 0
r
20°-30° B
/A
X C e
5'
B'
ISCOUR I
POOL
I
ELEVATION POINT PER PROFILE.
TOP OF BANK
SLOPE S
1/2 to 3/4
BANKFULL
STAGE Profile B -B'
(X)
n Boulder Sill J -Hook
5.1 Not to Scale
4 Log Vane
5.1 Not to Scale
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
NONWOVEN STREAMBED
FILTER FABRIC C� FOOTER LOG
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
INVERT ELEVATION
PER PROFILE
FLOW o_
STABILIZE VANE H
WITH ONE BOULDER SLOPE
ON EACH SIDE / _ HEADER LOG
^ FOOTER LOG
EXCAVATE POOL
PER PROFILE
Trib 1
SALVAGED ONSITE
H x
x
COBBLE/GRAVEL
Q m
Y x
BED MATERIAL
z oz. m N m LL
CHANNEL BED
TYPE To
oUnMZ
a wz
` z 2—
FILTER FABRIC -`�
Q m ; ....
w a LL E
LEAVE 1'-2' GAP
~
BETWEEN BOULDERS
-----
-------
L5' MIN.
STRUCTURE ELEVATION POINT
Section A -A'
LOCATED ON FOOTER ROCK.
SCOUR POOL TO BE
O�¢StiOSS
EXCAVATED PER DIRECTION
OF THE ENGINEER.
y �
G�
a a
Y
m 0
LL � LL
0
a Y
0 0
r
20°-30° B
/A
X C e
5'
B'
ISCOUR I
POOL
I
ELEVATION POINT PER PROFILE.
TOP OF BANK
SLOPE S
1/2 to 3/4
BANKFULL
STAGE Profile B -B'
(X)
n Boulder Sill J -Hook
5.1 Not to Scale
4 Log Vane
5.1 Not to Scale
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
NONWOVEN STREAMBED
FILTER FABRIC C� FOOTER LOG
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
INVERT ELEVATION
PER PROFILE
FLOW o_
STABILIZE VANE H
WITH ONE BOULDER SLOPE
ON EACH SIDE / _ HEADER LOG
^ FOOTER LOG
EXCAVATE POOL
PER PROFILE
Trib 1
Trib 2
H x
x
X x
x
Y x
x
NOTES:
1. ON SMALLER STREAMS THE STABILIZATION
BOULDER MAY BE REMOVED PER
ENGINEER'S DISCRETION.
E
E W
3
M

6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
ECO -STAKE (TYP) TOP OF BANK
3' MAX. + + + + + + +
SPACING
+ + + + + + +
+ + + + + +
ECO -STAKE (TYP) TOE OF SLOPE
Plan View
EROSION CONTROL
MATTING (TYP)
ECO -STAKE (TYP)
TOE OF SLOPE
Section View
STAKE (TYP)
2"
t
12"
1.25"
T_
6" MIN
L
Typical Stake Eco -Stake
�TOP OFBANK
SECURE MATTING IN
EPTRENCH
TAKE (TYP)
(a:) Erosion Control Matting
5.2 Not to Scale
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTIC L WIRES
SHALL BE 12 i GAGE I FILTER FABRIC
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
FILTER FABRIC
COMPACTED FILL EXISTING GROUND
8" STEEL POST
2'-0" DEPTH
EXTEND FABRIC 4
INTO TRENCH
z TemporaEy Silt Fence
5.2 Not to Scale
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
IMPERVIOUS DIKE INTAKE HOSE BAG PLACED ON
(SEE INSET "B") PUMP AGGREGATED OR STRAW.
EXISTING TERRAIN DEWATERING BAG
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
10'
DEWATERING
FOR HOLDING HOSE
STREAM BED
DISCHARGE HOSE
BAG
IN PLACE.
WATER FLOW
15'
FROM PUMP
8" of CLASS B RIPRAP
FILTER FABRIC
FLEXIBLE
15' to 20'
DISCHARGE HOSE Inset "A"
Dewatering Bag
ACTIVE WORK AREA
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
INTAKE HOSE Inset "B"
IMPERVIOUS DIKE Impervious Dike
:WATERING (SEE INSET "B")
PUMP
DISCHARGE HOSE/\10' X 5' STABILIZED OUTLET
DEWATERING BAG USING CLASS B RIPRAP AND
(SEE INSET "A") NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
Plan View
Pump Around System
5.2 Not to Scale
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
10' MIN. PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
FILTER FABRIC
Inset 'C"
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH
12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER
ANGLESTEELTYPE. ANGLESTEELTYPE.
m
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NOTE: -
1. PROVIDE STABILIZED OUTLET E a
TO STREAMBED. a o

i
FER WIDTH
VARIESa'I' BANKFULL
RESTORED
SPACING PER
PLANTING PLAN
Section View
INSERT THE DIBBLE, OR
REMOVE THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
SHOVEL, AND PUSH THE
INTO THE SOIL TO THE
SEEDLING ROOTS DEEP
FULL DEPTH OF THE BLADE
INTO THE PLANTING HOLE.
AND PULL BACK ON THE
PULL THE SEEDLING BACK
HANDLE TO OPEN THE
UP TO THE CORRECT
PLANTING HOLE. (DO NOT
PLANTING DEPTH (THE
ROCK THE SHOVEL BACK
ROOT COLLAR SHOULD BE 1
AND FORTH AS THIS
TO 3 INCHES BELOW THE
CAUSES SOIL IN THE
SOIL SURFACE). GENTLY
PLANTING HOLE TO BE
SHAKE THE SEEDLING TO
COMPACTED, INHIBITING
ALLOW THE ROOTS TO
ROOT GROWTH.
STRAIGHTEN OUT. DO NOT
GREATER THAN 1000%
TWIST OR SPIN THE
N/A
SEEDLING OR LEAVE THE
NOTES:
ROOTS J -ROOTED.
1. ALL SOILS WITHIN THE BUFFER PLANTING
AREA SHALL BE DISKED, AS REQUIRED, PRIOR
TO PLANTING.
7
2. ALL PLANTS SHALL BE PROPERLY HANDLED
PRIOR TO INSTALLATION TO INSURE SURVIVAL.
TOP OF BANK
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH ATRIANGULAR
CROSS-SECTION, AND SHALL
BE 12 INCHES LONG, 4
INCHES WIDE AND 1 INCH
THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED
TO AN APPORIATE LENGTH
TO PREVENT J -ROOTING.
O O O
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HW LL
6' MAX. WITH WIRE
ATTACH SAFETY FENCE 0¢ �0
TO METAL POSTS USING _ Ct �i C� GS
METAL WIRE TIES
5�
n
ORANGE
RAN ESAFTY
FENCE
INSERT THE DIBBLE, OR
MATERIAL SPECIFICATIONS
PULL BACK ON THE
PHYSICAL PROPERTY
TESTS
�
REQUIREMENTS
MATERIAL
N/A
HANDLE TO CLOSE THE
POLYETHYLENE
RECOMENDED COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
FIRM UP THE OPENING
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
SEEDLING AND PUSH THE
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
HALFWAY INTO
INERT TO MOST CHEMICALS AND ACIDS
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HW LL
6' MAX. WITH WIRE
ATTACH SAFETY FENCE 0¢ �0
TO METAL POSTS USING _ Ct �i C� GS
METAL WIRE TIES
5�
n
ORANGE
RAN ESAFTY
FENCE
INSERT THE DIBBLE, OR
PUSH THE DIBBLE, OR
PULL BACK ON THE
REMOVE THE DIBBLE, OR
I
�
SHOVEL, SEVERAL INCHES
SHOVEL, DOWN TO
HANDLE TO CLOSE THE
SHOVEL, AND CLOSE AND
"T" OR "U" POST DRIVEN
IN FRONT OF THE
THE FULL DEPTH OF
BOTTOM OF THE
FIRM UP THE OPENING
MINIMUM OF 18" INTO GROUND
SEEDLING AND PUSH THE
THE BLADE.
PLANTING HOLD. THEN
WITH YOUR HEEL. BEEl
❑ ❑ ❑ El El El El El El El El 1:1 El ElBLADE
HALFWAY INTO
PUSH FORWARD TO CLOSE
CAREFUL TO AVOID
7
y
THE SOIL. TWISTAND
THE TOP, ELIMINATING AIR
DAMAGING THE SEEDLING.
r
El El El 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1 1:1
PUSH THE HANDLE
POCKETS AROUND THE
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
4' MIN.
FORWARD TO CLOSE THE
R�
ROOT.
Urr
TOP OF THE SLIT TO HOLD
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
�
THE SEEDLING IN PLACE.
n n n n n n n n n n n n n n n
(21 Bare Root Planting
5.3 Not to Scale
JUNCUS PLUG (TYP)
TOE OF SLOPE
3-3'SPACING FOR LIVE STAKES
Plan View - Large Streams
1/2" TO 2" 2' TO 3' LIVE STAKE
DIAMETER TAPERED AT BOTTOM
T OUTSIDE TOP OF BANK
Live Stake Detail
JUNCUS PLUG (TVP)
TOE OF SLOPE --- TOE OF SLOPE -
6'-8' SPACING FOR LIVE
STAKES
T - V SPACING FOR JUNCUS
PLUGS
Plan View - Small Streams
1 Live Stakiniz and Tuncus Pluas
NOTE: Not to Scale
1. LIVE STAKES TO BE PLANTED IN AREAS AS
SHOWN ON PLANS AND DIRECTED BY THE
ENGINEER.
LIVE STAKE (TVP)
SEE PLAN VIEW
FOR SPACING
Section View -
EROSION CONTROL
MATTING
(SEE DETAIL)
EROSION CONTROL
MATTING
(SEE DETAIL)
Streams
3, LIVE STAKE (TVP)
SEE PLAN VIEW
FOR SPACING
n
Section View - Small Streams
TOP OF BANK
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
S. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE.
6. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL
BE NECESSARY.
7. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST
BE CLEANED IMMEDIATELY.
8. USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
9. PLACE FILTER FABRIC BENEATH STONE.
4 Construction Entrance
5.3 Not to Scale
i -n
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2 Safe Fence
5.3 Not to Scale
Q�
()
y
r
S --I
R�
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0
�
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
S. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE.
6. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE WILL
BE NECESSARY.
7. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST
BE CLEANED IMMEDIATELY.
8. USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
9. PLACE FILTER FABRIC BENEATH STONE.
4 Construction Entrance
5.3 Not to Scale
i -n

EMBED INTO BANK 5' MIN
STONE BACKFILL
CLASS B/1 MIX. I
FLOW 3.0T/
V10' MIN.
Plan View
NOTE:
• AFTER INSTALLATION, GEOTEXITLE FABRIC SHALL BE
TRIMMED TO BELOW NORMAL WATER SURFACE ELEVATION
- GEOTEXTILE FABRIC SHOULD NOT BE VISIBLE ON
COMPLETED STRUCTURES.
20'
20'
TOPOFBANK
TOPOFBANK
TOE OF BANK 1.51 TOE OF BANK
I
Profile View
TOP OF BANK
STONE BACKFILL
CLASS B/1 MIX.
7F1LTERBRIC
BANK
Section View ,
ij) Boulder Spurs
S'4 Not to Scale
r NO. 57 STONE ,
Plan View
CLASS B
RIPRAP
INSTALL AND MAINTAIN THREE Top View
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
2' MIN. SPILLWAY CREST
NO. 57 STONE 4INCHES
WIDE ON UPSTREAM FACE
FLOW CLASS B RIPRAP
5'M IN.
Section A -A'
TOP OF BANK Y3 STREAM
WORK FLOW 20' �� 20' WIDTH1
AREA
6"
1-7 CLASS B RIPRAP B
Profile View CONTRACTOR SHALL REMOVE
SEDIMENT WHEN DEPTH Section B -B'
REACHES 12". TOE OF SLOPE
B Temporary Rock Sediment Dam
5.4 Not to Scale
REMOVE AL
DEBRIS FROM INS
RADIUS OF TREE PROTECTION
4NS.
INSTALLATION:
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF
THE SILT BARRIER OR SILT FENCE, INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS
ARE NEEDED ACCORDING TO THE CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE
BARRIER AND FENCE. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION,
EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED
OUTLETS AS AN AID TO INSTALLATION.
IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE
TO BE REBUILT.
DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION
OF THE SILT FENCE, TAKING INTO CONSIDERATION:
INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE
WATER WILL POND.
INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND
REMOVAL.
ALLOW AT LEAST:
15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE -STORY BUILDINGS.
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE -STORY
BUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN
EROSION HAZARD BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS
WITHOUT PROTECTIVE VEGETATION. USE SLOPE DRAINS IF NECESSARY.
DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS
DUG TO BURY THE BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT
THE OUTLET; FOR A SILT FENCE, WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER
FABRIC WILL BE OMITTED AT THE OUTLET.
REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATE
ACCESS FOR THE EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND
REMOVAL.
Plan View
=N OR METAL "T" POSTS
USED AS STANDARDS.
:NCE SHALL BE ATTACHED TO
DS TO FORM BARRIER.
END OF FILTER FABRIC
rSILT FENCE
LBURY WIRE FENCE, FILTER FABRIC,
AND HARDWARE CLOTH IN TRENCH
Front View
FOR A SILT BARRIER:
JUST BELOW THE GAP IN THE BARRIER, PLACE A
LAYER OF FILTER FABRIC ON THE GROUND TO
PROTECT THE SOIL FROM EROSION BY
OUTFLOW FROM THE OUTLET, PLACE 6 INCHES
OF THE UPPER EDGE IN THE TRENCH. STAKE THE
REMAINING EDGES OF THE FABRIC TO HOLD IT
IN PLACE.
ALONG THE GAP WHERE THE OUTLET WILL GO,
PLACE STEEL FENCE POSTS FOR STRENGTH. THE
POSTS MUST BE A MAXIMUM OF 2 FEET APART
AND DRIVEN INTO SOLID GROUND AT LEAST 18
INCHES.
PLACE HARDWARE CLOTH (WELDED
GALVANIZED SCREEN WITH SQUARE 1/4 -
1/2 -INCH HOLES) ON THE UPHILL SIDE OF THE
POSTS TO HOLD THE WASHED STONE IN PLACE.
PUT 6 INCHES OF THE BOTTOM OF THE CLOTH
IN THE TRENCH AND FASTEN IT TO THE POSTS
WITH LENGTHS OF WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH
AND THE UPPER EDGE OF THE FILTER FABRIC
BELOW THE OUTLET IN THE TRENCH AND
COMPACTTHE FILL.
PLACE A FILTER OF 1 -INCH DIAMETER WASHED
STONE ON THE UPHILL SIDE OF THE OUTLET.
PILE THE STONE UP TO THE TOP OF THE
HARDWARE CLOTH AND OVER THE JOINT
BETWEEN THE OUTLET AND THE BARRIER.
FOR A SILT FENCE:
JUST BELOW THE GAP IN THE BARRIER, PLACE
A LAYER OF FILTER FABRIC ON THE GROUND
TO PROTECT THE SOIL FROM EROSION BY
OUTFLOW FROM THE OUTLET; PLACE 6
INCHES OF THE UPPER EDGE IN THE TRENCH.
STAKE THE OTHER EDGES OF THE FABRIC TO
HOLD IT IN PLACE.
ALONG THE GAP WHERE THE OUTLET WILL
GO, PLACE ADDITIONAL STEEL FENCE POSTS
FOR STRENGTH. THE POSTS MUST BE A
MAXIMUM OF 2 FEET APART AND DRIVEN
INTO SOLID GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED
GALVANIZED SCREEN WITH SQUARE 1/4 -
1/2 -INCH HOLES) ON THE UPHILL SIDE OF THE
POSTS TO HOLD THE WASHED STONE IN
PLACE. PUT 6 INCHES OF THE BOTTOM OF THE
CLOTH IN THE TRENCH AND FASTEN IT TO THE
POSTS WITH LENGTHS OF WIRE.
BURY THE BOTTOM OF THE HARDWARE
CLOTH, THE UPPER EDGE OF THE FILTER
FABRIC BELOW THE OUTLET, AND THE WIRE
FENCE IN THE TRENCH AND COMPACTTHE
FILL.
PLACE A FILTER OF 1 -INCH DIAMETER WASHED
STONE ON THE UPHILL SIDE OF THE OUTLET.
PILE THE STONE UP TO THE TOP OF THE
HARDWARE CLOTH AND OVER THE JOINT
BETWEEN THE OUTLET AND THE SILT FENCE.
(-4-� Temporary Silt Fence Gravel Outlet
5.4 Not to Scale
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DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
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•
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010
EROSION CONTROL MATTING
ABASE LOGS PERPENDICULAR TO FLOW
LOGS PARALLEL TO FLOW
ELEV. V ABOVE
DOWNSTREAM
RIFFLE INVERT
BASE LOG
4"-6" DIAMETER
6"
BRUSH MATERIAL TO BE
INSTALLED FLUSH
WITH BANK ELEV. 6" BELOW 2' MIN
POOL DEPTH
m
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Z �Nm,
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3' WIDTH PER TYPICAL SECTIONS
BACKFILL ar-i w o Q LL LLe
EROSION CONTROL MATTING
TOP OF BANK BANKFULL)
FILTER FABRIC
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
O�,
TOE OF SLOPE 'y.� .w,C
BASE LOG
BACKFILL 6-12" DIAMETER 0
0�
NATIVE SOIL
]Plan View NOTES:
Section A -A' 1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER V-12".
3. INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG BANK,
RESTING ON TOP OF PARALLEL BASE LOGS. BASE LOGS SHALL BE 6"-12" 41—
DIAMETER. �..i
4. INSTALL DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER. i
5. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
INSTALLED POINTING SLIGHTLY UPSTREAM.
6. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
7. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL U
Brush Toe SECTION DIMENSIONS.
5.5 Not to Scale 8. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
�z
J2"L / 1.25" (J)
BRANCH CUTTINGS (TYP) ;.2'\ I
UPHILL
16 GAUGE GALVANIZED \ O
WIRE SECURED TO STAKES
rR5
6" MIN U O
a
/ 2' to 3' 36" _
\ r.
SECURE WITH 24" F7V
\ LONG STAKES(TYP) Eco -Stake
.0
i Section View Typical Stakes
EXISTING GRADE \
MSN 2:1
MlN z:1
SHALL BE A MINIMUM
TOP OF BANK OF 3S BRANCH CUTTINGS 16 GAUGE GALVANIZED
PER SQUARE YARD WIRE SECURED A STAKES
(1 INCH MAX. DIAMETER)
TOE OF BANK PROPOSED GRADE /Top BAND' TYP
FILL IN GAPS WITH
INSTALL RIFFLE MATERIAL TOP SOIL.
MIN 6"
UT1 Bank Grading_ TOE OF SLOPE (TYP1 NOTES:
5.5 Not to Scale 1. BOARD FOR STAKES SHALL BE 2" X 2" X 24" ° w
OR 2" X 2" X 36" AS DIRECTED BY THE a
ENGINEER. P ^
Brush Mattress 2. ROOTED/LEAFED CONDITIONS OF THE Y U )
5.5 Not to Scale LIVING PLANT MATERIAL IS NOT
REPRESENTATIVE AT THE TIME OF d
INSTALLATION.
E W
3 "