20111022 Ver 1_401 Application_20130413

It - ID2 2
231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.[phone] FAC.828.281.3351
W W W.ALTANONTXNV1RONMBNTAL.CON
April 19, 2013
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North Carolina Division of Water Quality
WBSCP Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Subject: Pre - Construction Notification Submittal
Anderson Farms Stream Mitigation Bank Project
Buncombe County, North Carolina
Attached are five copies of the permit application for the above referenced project and a check for $570.00
for the permit fee. One copy of the permit application has been sent to the Asheville Army Corps of
Engineers office and to North Carolina Wildlife Resource Commission Mountain Region Coordinator.
The permit package includes the Pre Construction Notification form, agent authorization form, representative
photographs, a site location map, plan sheets, and detail sheets.
We appreciate your assistance with this project. I can meet you at the site if you would like to discuss this
project further. Please do not hesitate to contact me at (828) 712 -9194 if you have any questions or need
additional information.
Sincerely,
ALTAMONT ENVIRONMENTAL, INC.
g'o-' 012,
Zan Price, P.E.
Enclosures: Pre - Construction Notification
Cc: Allison Kiehl, Southern Appalachian Highland Conservancy
P:WSAHCWAnderson FarmsWermitsWPCNWFinal Permit PackageWPCN Cover Letter DWQ.Docx
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular Q Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes X❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X❑ No
2. Project Information
2a. Name of project:
Anderson Farms Stream Mitigation Bank
2b. County:
Buncombe County
2c. Nearest municipality / town:
Asheville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Southern Appalachian Highlands Conservancy
3b. Deed Book and Page No.
Book: 4794 Page No.: 791 -793
3c. Responsible Party (for LLC if
applicable):
aNj
3d. Street address:
34 Wall St., Suite 202 UU
3e. City, state, zip:
Asheville, NC 28801 013
3f. Telephone no.:
(828) 337 -5288
3g. Fax no.:
WUAU7y
3h. Email address:
kristy @appalachian.org
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Zan Price, PE
5b. Business name
(if applicable):
Altamont Environmental, Inc.
5c. Street address:
231 Haywood Street
5d. City, state, zip:
Asheville, North Carolina, 28801
5e. Telephone no.:
828 - 281 -3350
5f. Fax no.:
828- 281 -3351
5g. Email address:
zprice @altamontenvironmental.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
9711 -98- 7999 -00000
1b. Site coordinates (in decimal degrees):
Latitude: 35.671958 Longitude: -82.637597
1c. Property size:
103.7 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Newfound Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
French Broad River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See Attachments A and B, and Figures 1 and 2.
3b. List the total estimated acreage of all existing wetlands on the property: 0.087
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,455
3d. Explain the purpose of the proposed project:
See Attachment C.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment C.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Brent Manning, PwS
Agency /Consultant Company: Headwaters Restoration, LLC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Tyler Crumbley (USACE) reviewed and approved both stream and wetland determinations on January 31, 2012.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
11 Yes Q No [I Unknown
5b. If yes, explain in detail according to "help file" instructions.
WA
S. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

� J
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
2h. Comments:
All wetland areas within this project vwll remain unaltered. No grading activities are proposed in the wetland areas. Only hand - removal of non - native
vegetation species is proposed within the wetland areas.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
81 P
Restoration
UT -1a
PER
Corps
43
229
S2 P
Restoration
UT -1b
PER
Corps
5.5
1,067
S3 P
Enhancement
UT -1b
PER
Corps
5.5
150
S4 P
Restoration
UT -2
PER
Corps
5.8
658
S5 P
Enhancement
UT -2
PER
Corps
5.8
375
S6 P
Restoration
UT -3
PER
Corps
6.2
976
3h. Total stream and tributary impacts
3,455
3i. Comments:
The entire 3,455 linear feet of the stream project reach will be enhanced by the removal of non - native, invasive plant species and the planting of native
riparian and wetland vegetation. In addition to enhancement, stream channels will be restored on approximately 2,930 linear feet of the stream project
reach using natural channel design elements such as bankfull floodplain benches, in- stream hydraulic structures, and gently sloped streambanks.
Page 4 of 10
PCN Form — Version 1.4 January 2009

II, .)
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction Proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) r
Temporary )
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
61
B2
63
134
B5
66
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

t�• �I,
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Identification of high quality riparian and wetland areas will be avoided during the project and placed in the permanent conservation easement.
Sequencing of construction will ensure that all disturbed areas are stabilized at the end of each work day. Standard sedimentation and erosion control
practices will be used per an approved E &SC plan. Vegetation, hydrologic, and geomorphic monitoring will occur for a period of at least 5 years upon
completion of the project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Attachment D.
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?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Usina a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes Q No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
See Attachment E.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local ovemment's jurisdiction is this project?
Buncombe County
3b. Which of the following locally- implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
[]Yes Q No
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
[]Coastal counties
❑HQW
H ORW
Session Law 2006 -246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached.
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

i 1, r"
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state/local) funds or the
❑ Yes
Q No
use of public (federal /state) land?
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
❑Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑Yes
No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
Q No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
N/A the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

,s .4 ,I
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes 0 No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Brian Tompkins with the Asheville USFWS was contacted on March 11, 2013 regarding the project site, and verified that no federally listed species of
concern are on the subject property.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The Nabonal Oceanic and Atmospheric Administration Essential fish Habitat Mapper v3.0 was used to determine essential fish habitat impacts.
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
❑ Yes 0 No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See Attachments F and G.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes 0 No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
The North Carolina Floodplain Mapping Information System (ncfloodmaps.com).
2 Pr �C-
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature Is valid only if an authorization
letter from the applicant Is provided.)
Page 10 of 10

ATTACHMENTS

. •..
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
DEED BOOK 479 DEED PAGE. 0791 PARCEL ID: 9711 -98- 7999-00000
Property Owner.
The undersigned, registered property owners of the above noted property, do hereby authorize
ZAN PRICE of ALTAMONT ENVIRONMENTAL. INC.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf 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.
Property Owner's Address (if different than property above):
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
• r
1A1 IA4-
Authorized ted Narhe Autha GN Si rtu iE5
Date: /2 S 1201E

Attachment A.
B 3a. 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 Anderson Farm Stream Mitigation Bank site (approximately 25 acres) consists primarily of
channelized first -order stream systems that have been historically altered as a result of
silvicultural and livestock management practices. The site consists of moderately to steeply
sloped terrain and is bisected by two main stream systems which flow southward into Newfound
Creek, a third order stream located in the French Broad River Basin (8 -digit Hydrologic Unit
06010105) ( Subbasin 06010105090020). The subbasin consists of managed grazing tracts for
livestock, low density residential development, and small areas of commercial development
along the major thoroughfares. Following construction of the project, the remaining acreage will
be converted into a modem demonstration farm that will serve as an agriculturally- focused
educational center. Proposed activities will likely include specialty crop production and
processing, in addition to livestock and silvicultural management outside of the 300 -foot
conservation easement.

Attachement B: Representative Photographs
Photograph 1: View of existing invasive vegetation within riparion area in the Spring.
Photograph 2: View of incised Ut -1 stream channel.

Photograph 3: View of site topography along UT -1.
Photograph 4: View of eroding banks along UT -3.

Photograph 5: View of existing UT -3 stream.
Photograph 6: View of existing maple stream adjacent to UT -2.

Attachment C
B 3d. Explain the purpose of the proposed project:
The goal of the proposed bank is to provide high - quality compensatory mitigation for
permitted impacts within the French Broad River Basin via the restoration and
enhancement of streams within the property. The proposed activities will restore both
the hydrologic and vegetative components of two separate stream systems within the
headwaters of an unnamed tributary of Newfound Creek.
B 3e. Describe the overall project in detail, including the type of equipment to be used:
Due to hydrologic, morphologic, and geographic differences in the streams within the project
area, the streams have been divided into four reaches: UT -1 a, UT -1 b, UT -2, and UT -3. UT -1 a
and UT -1 b are approximately 229 linear feet and 1,217 linear feet in length, respectively. UT -2
is approximately 1,033 linear feet in length. UT -1 and UT -2 converge to form UT -3, which
contains 976 linear feet of channel. UT -3 ultimately flows into Newfound Creek, approximately
900 linear feet downstream from the project and property boundary. Proposed activities will
employ both Priority II stream restoration and Enhancement Level I techniques throughout each
of the tributaries.
Functional uplift within the system will be achieved through bank stabilization efforts along a
majority of the two reaches. These stabilization measures will include the construction of a
vegetated floodplain bench that will reduce sheer - stress - driven bank erosion by allowing
overbank flooding to dissipate flow velocities within the channel. Native riparian vegetation will
also provide a source of valuable organic material which will support the re- establishment of a
characteristic macroinvertebrate community. Shade provided by the vegetative cover will also
lower ambient water temperatures during summer months and improve dissolved oxygen levels
in the streams. Restoration Priority II stream restoration will be employed on approximately
1,296 linear feet of UT -1, 658 linear feet of UT -2, and 976 linear feet of UT -3 (see plan sheets
PO -P7). Enhancement Level 1 will be employed on approximately 150 linear feet of UT -1, and
375 linear feet of UT -2 (see plans sheet P3 and P4).
Due to site topography, and the desire not to start this restoration project from an ecological
"clean slate ", an entirely new channel alignment was not proposed (Priority I Restoration).
Restoration of the project reach will consist of Priority II restoration and Enhancement, and the
design generally incorporates the existing channel pattern down slope through the valley. While
the alignment or pattern of the streams will not be altered, the existing headcut along UT -1a will
be graded to a more stable slope and will be further stabilized through the installation of cross
vane -like drop structures made of wood recycled during grading streambanks to stable slopes.
Throughout the project, streambanks on either side of the channel will be graded to a more
stable slope not to exceed 2 Horizontal (H):1 Vertical (V).
Nonnative invasive plant species will be removed from the project area where large
communities exist that have entirely out competed native vegetation (e.g. kudzu, privet, and
multiflora rose thickets), and by hand in areas where exotic invasive plants are less dense using
hand "cut and spray" techniques. Topsoil in the areas where grading will occur will be removed
and stockpiled in a nearby location and stabilized. Upon completion of rough grading stockpiled
topsoil will be spread over graded and disturbed areas, streambanks, and the stream buffer to
re- incorporate nutrient rich topsoil back into the project and to achieve final grade. The entire

conservation easement area (including streambanks) will be re- vegetated using a riparian seed
mix, bare root plants, and container plants. Live stakes will be used in the areas adjacent to the
creek.
Additional benefits will be realized through the establishment of a contiguous forested buffer
adjacent to the entire length of the mitigation project. This buffer will extend 151 feet on both
sides of the reach and will be comprised of a mixture of native hardwood species.
Equipment used to accomplish the restoration work will include track - mounted excavators
equipped with buckets and hydraulic thumbs, various sized track and rubber -tired loaders, and
dump trucks to transport and stockpile materials. Various hand tools will also be used
throughout the project. Restoration will generally be completed from upstream to downstream.
Operation of heavy machinery in the water will be avoided to the extent practical in order to
complete the work described in this application. Most streambank stabilization work will be
completed from the streambank.
Sedimentation and erosion control practices will be implemented throughout the project and will
consist of: 1) only working in dry weather during low -flow conditions, 2) only exposing areas of
soils that can be stabilized at the end of each work day, 3) installation of temporary silt fence at
the top of disturbed banks, at the toe of staging and stockpile areas, and on the downslope side
of any work areas outside the streambanks 4) installation of temporary berms at the top of
disturbed banks, and 5) installation of seed, coir soil matting, and straw mulch.

Attachment D
D 1b. Specifically describe measures taken to avoid or minimize the proposed impacts
through construction techniques.
Altamont will provide contractors engaged in the implementation of this work both written and verbal
onsite instruction of all impact avoidance statements provided below. All heavy equipment will be kept
out of the stream channel during streambank stabilization work to the extent practicable. Disturbance of
the channel bottom, streambanks, and equipment access areas will be held to the minimum extent
necessary to allow for completion of the bank stabilization work. Work will generally be conducted in an
upstream -to- downstream direction. Work will be completed in stages such that segments of the project
will be completed and stabilized, on a daily basis. Temporary grass/grain cover will be planted on all bare
soil within one day after ground disturbing activities are completed. Tall fescue or other exotic grasses or
plants will not be used in riparian areas. Herbaceous, woody shrub, and tree vegetation will be installed
during an appropriate time of year on the primary floodplain and streambanks upon completion of bank
stabilization work. Altamont will provide a site manager to inspect and supervise contractor work on a
daily basis to help ensure that impact avoidance instructions are being followed. Sediment and erosion
control measures will be used at all disturbed areas and will be maintained in order to keep sediment and
sediment laden stormwater out of streams.

Attachment E
E 2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project consists of streambank stabilization, riparian buffer restoration, and placing riparian lands into
conservation, of which Gearing, grading, and excavating will be limited to near the stream and/or in the stream.
Erosion and sedimentation control measures such as silt fence and mulching and seeding will be implemented
in areas such as top of bank, earthen material stockpile areas, and temporary construction access roads. An
erosion and sedimentation control permit will be applied for and obtained from Buncombe County prior to
commencement of construction.

Attachment F
7.7b. What data sources did you use to determine whether your site would impact
historic or archeological resources?
An archaeological resources survey of the subject area was conducted in March, 2012 by Blue
Ridge Archaeological Consultants (BRAC). The North Carolina Department of Cultural
Resources was consulted and indicated that no previously identified archaeological or historical
sites had been documented within the subject area. BRAC identified one previously
undocumented archaeological site, 31 BN974. BRAC concluded that 31 BN974 did not have
historic or prehistoric components as a resource eligible for nomination to the National Register
of Historic Places and recommended no additional archaeological investigations. The North
Carolina Department of Cultural Resources concurred that 31 BN974 is not eligible for listing in
the National Register of Historic Places. The archaeological report by BRAC and response from
the North Carolina Department of Cultural Resources in included as Attachment G.

An Archaeological Resources Survey of the Proposed
Anderson Farm Stream Mitigation Bank,
Buncombe County, North Carolina
Management summary
Submitted to:
Allison Kiehl
AFFP, LLC
34 Wall St Suite 502
Asheville, NC 28801
Submitted by:
Scott Shumate
Blue Ridge Archaeological Consultants
Arden, North Carolina 28704
April 19, 2012

An Archaeological Resources Survey of the Proposed
Anderson Farm Stream Mitigation Bank,
Buncombe County, North Carolina
Management Summary
In March of 2012 Blue Ridge Archaeological Consultants (BRAC) was
contracted by AFFP, LLC of Asheville, North Carolina to undertake a Phase I
archaeological survey of an approximately 28 -acre portion of a tract known as
Anderson Farm located in the northwestern portion of Buncombe County. More
specifically, the Anderson Farm Tract is located immediately south of Mag Sluder
Road (SR 1625), west of the intersection of this road with Jenkins Valley Road (SR
1641) approximately 3.2 linear miles northeast of Leicester, North Carolina, and
nearly 10 miles northwest of Asheville (Figure 1). The limits of the approximately
107 -acre Anderson Farm Tract are formed in part by Mag Sluder Road to the north
and east, while Jenkins Valley Road forms a small portion of the eastern boundary
and in other areas lies approximate to the tract's eastern boundary. The western
limits of the tract follow the central spine of a south to southeast trending ridge line
and the southern boundary of the tract includes a portion of this ridge and an
adjacent ridge to the east. This southern boundary of the tract is located at
distances ranging from approximately 550 feet (167 meters) to 945 feet (288 meters)
north of Newfound Creek. Two unnamed tributaries of Newfound Creek, which
originate near the northern end of the tract and which have their confluence near
its center, continue as one stream through the south - central portion of the tract
before joining with Newfound Creek. The latter creek has its confluence with the
French Broad River at approximately 1.1 river miles east of its confluence with the
unnamed tributary that forms the subject of the stream mitigation bank. Tract
vegetation currently consists of pasture grass with mixed hardwoods and pines
along most of the reaches of the project area creeks. Portions of the tract slope
significantly from north to south along the direction of most ridge lines and ridge
toes and even more dramatically from east to west within project area drainages
and on these ridge side slopes, with changes in elevation ranging from 2136 feet
along the northern tract boundary to 1944 feet AMSL in the southeast corner of the
tract.
Along the unnamed tributary of Newfound Creek and its pronged headwaters
in the Anderson Farm Tract interior, project managers affiliated with AFFP, LLC
propose to establish, design, construct, and operate a stream compensatory
mitigation bank composed of approximately 3,814 linear feet of stream channel.
Along this reach and at distances of approximately 150 feet (45 meters) to either
side of the stream channel(s), managers propose to conduct stream stabilization
efforts through the construction of a vegetated floodplain bench. This
approximately 28 -acre riparian buffer will be planted in mixed hardwoods and will
be protected by exclusionary fencing.
Consultations with the North Carolina Department of Cultural Resources
(North Carolina State Historic Preservation Office - -NC SHPO) indicate that no
-2-

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gure 1. The locations of the proposed Anderson Farm Stream Mitigation Bank, previously identified archaeological sites, and
recently identified archaeological site 31BN974 on a portion of the Leicester, NC topographic quadrangle.
-3-

previously identified archaeological or historical sites have been documented within
the limits of the Anderson Farm Tract. However, there are at least 19
archaeological sites documented on adjacent landforms located within one mile of
the Anderson Farm project area. These previously identified archaeological
resources are located for the most part along Jenkins Branch and Parker Branch —
both tributaries of Newfound Creek. For this reason, representatives of the NC
SHPO called for an intensive archaeological survey of the area of project effect
(A.P.E.) within the Anderson Farm Tract —i.e. the 28 -acre riparian buffer of the
proposed stream compensatory mitigation bank.
The recent archaeological survey of the mitigation bank area on the Anderson
Farm Tract for AFFP, LLC included surface reconnaissance combined with the
excavation of 70 shovel tests (Figure 2). For the most part these tests were
excavated on 20 -meter ( -66 -foot) intervals. However, in a few instances where
landforms slanted significantly down to the very edges of the subject creek, shovel
test intervals were widened to avoid such slopes. Shovel test depth ranged from
approximately zero cm (with subsoil at ground surface) to 45 cm from surface to
sterile subsoil. The average depth of these 70 tests measured approximately 12.2
cm. In each case, these shovel tests revealed only a single organic/ potentially
artifact- bearing stratum above subsoil. Twenty -three of these 70 shovel tests (or
-33 %) were excavated to the east and west of the main stem of the mitigation bank.
The northwest tributary was subjected to 19 shovel tests ( -27% of the total) while
another 14 tests ( -20 %) were excavated on either side of the northeast tributary.
Within the interior portion of the confluence of these two streams another 14 shovel
tests ( -20 %) were excavated.
The excavation of these 70 shovel tests resulted in the identification of one
previously undocumented archaeological site within the limits of the proposed
stream mitigation bank (see Figures 1 -3). Given the permanent site number of
31BN974, this archaeological resource was identified within the central portion of
the Anderson Farm Tract and within the interior portion of the confluence of the
northwest and northeast tributaries of the mitigation bank area. On this mostly
level landform, nine out of twelve shovel tests were positive for a total of eight
prehistoric lithic artifacts and nine historic period ceramic, glass, iron, and brass
artifacts. One other prehistoric lithic artifact was collected as a surface find, while
pedestrian reconnaissance within this site area recorded another 13 historic period
artifacts. The prehistoric lithic artifacts recovered from this site remain non -
diagnostic of any particular period or phase of the prehistoric era. However, in the
absence of any prehistoric pottery, these few lithic artifacts may point to a pre -
ceramic Archaic period occupation or site use. Most of the historic artifacts
collected from or otherwise recorded at site 31BN974 indicate an early to mid
twentieth- century occupation. However, in a few instances some of these artifacts
may have been manufactured as early as the late nineteenth - century, if not slightly
earlier. While there are currently no intact above ground architectural remains
associated with the former dwelling which these historic period artifacts indicate
once stood in this portion of the Anderson Farm Tract, a number of large stones
and two brick bats likely constitute structural elements of this former residence.
Interestingly, what appears to represent a former lightening grounding rod was
discovered in one of the cow paths in the same area as these stones and brick and
-4-

Figure 2. A recent aerial photograph of the Anderson Farm Tract illustrating the limits
of the proposed mitigation bank and the locations of recent shovel test pits
and archaeological site 31BN974.
likely points to the southwest corner location of the former dwelling. Other artifacts
recovered from a single shovel test located at approximately 60 meters to the
northeast of the former house seat likely point to the location of one or more former
outbuildings situated in the narrow cove adjacent to the northeast tributary (see
Figure 3). Though photo- revised in 1990, the Leicester, North Carolina topographic
quadrangle of the general project area dates from 1942, at which point a structure
-5-

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the locations of recent shovel tests within the central portion of the Anderson Farm project area.
-6-

was illustrated in the same area as the brick, stone, and other historic period
artifacts recovered near the central portion of site 31BN974.
In summary, no previously identified archaeological sites were documented
within the 107 -acre Anderson Farm Tract or within the 28 -acre proposed stream
mitigation bank area located within this larger surrounding parcel. A single
previously undocumented archaeological site (31BN974) was identified during the
recent BRAC survey of the proposed mitigation bank area. The investigation of this
site documented a low to moderate density prehistoric lithic scatter of
indeterminate cultural/ temporal affiliation. This site also includes artifacts
associated with an early to mid- twentieth century farmstead consisting of a former
house seat and at least one former outbuilding. Site stratigraphy exhibited largely
deflated contexts averaging 15.7 cm from surface to subsoil. Located solidly within
the limits of the proposed stream mitigation bank area, restoration efforts will likely
have an adverse effect upon this resource. However, as neither the prehistoric or
historic components of this site include those qualities that would recommend site
31BN974 as a resource eligible for nomination to the National Register of Historic
Places, we recommend no additional archaeological investigations within the limits
of 31BN974 or the larger mitigation bank area. We therefore find no objection to
the proposed undertaking.
-7-

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M Bartos, Administrator
Beverly Eaves Perdue, Governor
Linda A Carlisle, Secretary
Jeffrey J. Crow, Deputy Secretary
June 28, 2012
Scott Shumate
Blue Ridge Archaeological Consultants
65 Appian Way
Arden, NC 28704
Re: Anderson Farm Mitigation Bank, Buncombe County, ER 11 -2273
Dear Mr. Shumate:
Office of Archives and History
Division of Historical Resources
David Brook, Director
Thank you for your letter of June 1, 2012, transmitting the archaeological survey report for the above project.
The report meets our guidelines and those of the Secretary of the Interior.
During the course of the survey, one archaeological site, 31BN974, was located within the project area. For
purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that 31BN974
is not eligible for listing in the National Register of Historic Places. This site does not retain sufficient
subsurface integrity or artifact density to yield information important to history or prehistory.
Blue Ridge Archaeological Consultants has recommended that no further archaeological investigation be
conducted in connection with this project. We concur with this recommendation since the project will not
involve significant archaeological resources.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579. In all future
communication concerning this project, please cite the above - referenced tracking number.
Sincerely,
6WRamona M. Bartos
cc: Allison Kiehl, AFFP, LLC
Location 109 East Jones Street, Raleigh NC 27601 Mailing Address. 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax• (919) 807 - 6570/807 -6599

FIGURES

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SOURCE: PROJECT IS LOCATED THROUGH THE GATE ON MAG SLUDER ROAD
PARCEL DATA - BUNCOMBE COUNTY GIS
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FIGURE
ENGINEERING & HYDR0GEOL0G.Y VICINITY MAP
231 MAYWOOD STREET. ASHEVILLE. NC 20801
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ANDERSON FARM MITIGATION BANK
DRAWN BY: NATALIE BOUCHARD SCALE BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT MANAGER: ZAN PRICE
CLIENT: AFF, LLC FEET
DATE: 3/11/2013 0 500 1.000 2,000
�a
3
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PARCEL DATA - BUNCOMBE COUNTY GIS
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FIGURE
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DRAWN BY: NATALIE BOUCHARD SCALE BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT MANAGER: ZAN PRICE
CLIENT: AFF, LLC FEET
DATE: 3/11/2013 0 500 1.000 2,000

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FIGURE
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ANDERSON FARM MITIGATION BANK
BUNCOMBE COUNTY. NORTH CAROLINA 2
Ij
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ANDERSON FARMS PROPERTY
Ir
SOURCE:
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,
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DRAWN BY: NATALIE 13000HARD
SCALE
PROJECT MANAGER: ZAN PRICE
FEET
CLIENT: AFF, LLC
DATE: 5/12/2015
0 500 1,000 2,000
I FIK-AY7-�,
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FIGURE
USGS TOPOGRAPHIC MAP
ANDERSON FARM MITIGATION BANK
BUNCOMBE COUNTY. NORTH CAROLINA 2

PLAN SHEETS

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ANDERSON
STREAM
DRAWING SET CONTENT
FARM MITIGATION BANK
RESTORATION PLAN
180 MAG SLUDER ROAD
BUNCOMBE COUNTY, NORTH CAROLINA
SHEET
SHEET TITLE
C1.0
COVER SHEET
S1.0
SURVEY
C2.0
DRAINAGE AREA MAP
C3.0
PLAN AND PROFILE SHEET INDEX
C4.0
PLAN AND PROFILE SHEET - I
C5.0
PLAN AND PROFILE SHEET - 2
C6.0
PLAN AND PROFILE SHEET - 3
C7.0
CROSS SECTIONS SHEET
C8.0
EROSION CONTROL SHEET INDEX
C9.0
GRADING AND EROSION CONTROL
C10.0
EROSION CONTROL NOTES
C11.0
EROSION CONTROL DETAILS
C12.0
SITE DETAILS I
C13.0
SITE DETAILS 2
GENERAL NOTES' (APPLICABLE TO ALL SHEETS)
I BOUNDARY SURVEY PROVIDED BY KEY SURVEYING
2 CONTOUR ELEVATIONS BASED ON FIELD VERIFIED SURVEY AND GIS DATA
3 ALL IMPROVEMENTS SHALL CONFORM TO NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL
RESOURCES (NCDENR), THE ARMY CORP OF ENGINEERS AND BUNCOMBE COUNTY PERMIT REQUIREMENTS UNLESS
NOTED OTHERWISE ON THE PLANS.
4 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
STANDARDS, LATEST EDITION
5 THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTAT ION AND PRIMARY CONTROL ANY
SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS
ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION ANY MONUMENTATION DESTROYED BY THE
CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO A) PREVENT ANY DAMAGE TO PRIVATE
PROPERTY AND PROPERTY OWNER'S POLES. FENCES, SHRUBS, ETC B ) PROTECT ALL UNDERGROUND UTILITIES
C ) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
UTILITIES PRIOR TO START OF CONSTRUCTION NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY
EXIST BETWEEN THE EXISTING UTILITIES AND CONSTRUCTION PLANS
7 CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION PONDING OF WATER IN
STREETS DRIVES, TRUCK COURTS TRENCHES. ETC WILL NOT BE ACCEPTABLE
8 ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY
THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS
WERE IN PRIOR TO THE DAMAGES THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL
MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR
RESTORATION SHALL INCLUDE. BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES,
REPLACING TREES, ETC
9 CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL STATE AND FEDERAL STORM
WATER POLLUTION PREVENTION LAWS AND ORDINANCES
10 PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES
II ALL CUT SLOPES STEEPER THAN 15 1 AND ALL FILL SLOPES STEEPER THAT 2 I SHALL BE OBSERVED AND CERTIFIED
BY A GEOTECMNICAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA.
12 CUT AND FILL SLOPES (EMBANKMENTS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATION SECTION 235 OR THE GEOTECHNICAL ( SOILS) REPORT RECOMMENDATIONS. WHICHEVER ARE MORE
RESTRICTIVE AT A MINIMUM, ALL FILL SLOPES SHALL BE PLACED IN 10 INCH MAXIMUM LIFTS COMPACTED TO NOT LESS
THAN 95 PERCENT DENSITY (STANDARD PROCTOR) CONTRACTOR SHALL ARRANGE FOR INDEPENDENT COMPACTION
TESTING RESULTS TO BE PAID FOR BY THE OWNER /DEVELOPER.
13 THE CONTRACTOR SHALL COORDINATE ALL MOVEMENT AND STORAGE OF EQUIPMENT WITH OWNER
DATA BLOCK
PROPERTY OWNER
SOUTHERN APPALACHIAN HIGHLANDS CONSERVANCY
34 WALL ST STE 502
ASHEVILLE, NC 28801
CONTACT PERSON ALLISON KIEHL
PROJECT NAME ANDERSON FARMS STREAM RESTORATION
PLAN
PROJECT LOCATION
108 MAG SLUDER RD
LEICESTER, NC 28701
PIN 0 9711 -98 -7999
ZONING DISTRICT OU (OPEN USE)
CONSERVATION AREA 25 29 AC
CURRENT LAND USE AGRICULTURAL
PROPERTY SIZE 103 69 ACRES
AVERAGE NATURAL SLOPE 2182%
REACH UTIA LENGTH 229 LF
REACH UTIB LENGTH 1,217 LF
REACH UT2 LENGTH 1,033 LF
REACH UT3 LENGTH 976 LF
TOTAL STREAM LENGTH 3.455 LF
TOTAL WETLAND AREA 0 087 AC
TREATMENT CATEGORIES
'A' - EXOTIC INVASIVE PLANT MATERIAL REMOVAL
'B' - GRADING TO THE BANK FULL BENCH
'C' IN STREAM STRUCTURE PLACEMENT
'D' - STREAM ENHANCEMENT
'E' - GRADING TO DAYLIGHT BURIED STREAM
STREAM REACHES AND AREAS WHERE
UT -IA (STATION)
I
10 +00 TO 12+29
A,B,C
UT -IB (STATION)
QT FOR
12 +29 TO 20 +20
A,B,C
20+20 TO 21+70
A,D
21 +70 T021 +46 (END)
A,B,C
UT -2 (STATION)
10 +00 TO 13 +75
A,0
13 +75 TO 17+40
A,B,C,E
17+40 TO 20 +30 (END)
A,B,C
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A TOPOGRAPHIC SURVEY FOR:
�i AFFP, LLC
i ANDERSON FARM PROJECT
/ LEICESTER TOWNSHIP, BUNCOMBE COUNTY, NORTH CAROLINA
DATE REVISED MAY 10, 2012
10, RE40 CREW NH, MM, D0. NC ORA)YN BY PSK
SURVEY DATES 04/02/12 - 05/07/12 JOB / 12OJ20
/ \ SHEET 517E I87F74" I SHEET / 1 OF I SCREE 17-180'
P 0 Box 2566
NC
� \V/ Ashevtlle, NC 28802
\ [phone]
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/ Ltcense N C -3039
I(/ I
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BOUNDARY LINE
NOT SURVEYED
NAD 83(2007
NGS STATION 'MACEDONIA"
EPOCH DATE 2002
N 712595.32' E 920751 36'
ELEVATION 2097.0'
COMBINED FACTOR 999804248
ELEVATION DATUM NAVD 88
CONTOUR INTERVAL 1 FOOT
CERTIFICATE OF SURVE Y
1. ---- PNILLIP B KEE - CERTIFY THAT M R
IS AT WAS
DRAWN UNDER MV- SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION THE BOUNDARIES NOT SURVEYED ARE
INDICATED AS DASHED LINES, THAT THIS MAP MEETS IIIE
SPECIFICATIONS FOR TOPOGRAPHIC SURVEYS AS STATED IN TITLE
21. CHAPTER 56. SECTION 1606, THAT THIS MAP WAS NOT
PREPARED IN ACCORDANCE NTH GS 47 -30. AS AMENDED
WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMBER, AND
SEAL THIS THE __ DAY OF - - - - - -- 20_
PHILUP 8 KEE, RS NC -4647
ANDERSON FARM
STREAM
RESTORATION
PROJECT
0' 180, 360' 540'
I INCH = 180 FEET
IVOT SURVEYED
I
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SURVEYOR'S NOTES
1 ALL DISTANCES ARE GROUND NEASIUREMEHIS IN
US SUIIVEY FEET U.. OTHERWISE NOTED
2 AREAS CALCULATED BY THE COORDINATE METHOD
3 PROPERTY SUBJECT TO ALL EASEMENTS. RIGHT OF
WAYS AND RESTRICTIONS THAT ARE RECORDED.
UNRECORDED. WRITTEN AND UNWRITTEN
4 BUNCOMBE COUNTY GIS WEBSITE USED TO IDENTIFY
PROPERTY OWNERS.
S. THE PROFESSIONAL SURVEYOR HAS MADE NO
INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS, RIGHT OF WAYS, ENCUMBRANCES,
RESTRICTIVE COVENANTS, CORRECT OWNERSHIP
OR ANY OTHER FACTS THAT AN ACCURATE AND
CURRENT TITHE SEARCH MAY DISCLOSE A NC
LICENSED ATTORIHEY SHOULD BE CONSULTED
6 BY GRAPWC DETERMINATION, THE SUBJECT
PROPERTY APPEARS TO BE OUTSIDE OF THE 02R
ANNUAL CHANCE FLOOOPLAIN (ZONE x) AS
DETERMINED BY THE F E M A MAP#37W971lOGJ k
MAR/3700972100J DATED JANUARY 06. 2010
7 GRID COORDINATES AND BEARINGS WERE DERIVED
FROM GLOBAL POSITIONING SYSTEM OBSERVATIONS
ON MARCH 2B. 2012 THAT WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS.
PART 2 STANDARDS FOR GEODETIC NETWORKS AT
THE 95S CONFIDENCE LEVEL USING CPS LI STATIC
OBSERVATION NM MAGELLAN PROMARK3 RECEIVERS.
B UTILITIES WERE LOCATED BASED ON VISIBLE ABOVE
GROUND STRUCTURES. THEREFORE THE LOCATION OF
UNDERGROUND UTILITIES ARE APPROAMATE OR MAY
BE PRESENT AND NOT SHOWN HEREON CALL
1 -800- 632 -4949 BEFORE DIGGING
9 INS TOPOGRAPHIC SURVEY IS FOR INFORMADONAL
AND DESIGN PURPOSES ONLY IT IS NOT INTENDED
UNDER ANY CIRCUMSTANCES TO BE CONSTRUED AS
A BOUNDARY SURVEY THE BOUNDARY UNES
SHOWN HEREON WE RE PLOTTED FROM I.--- ---
DEEDS AND PLATS FOUND IN ME BUNCOMBE
COUNTY REGISTRY AND ARE NOT INTENDED TO BE
EXACT
LEGEND:
(�
WEILAN NAG FOI1N0
♦
CPS CONTROL POINT
VAMAR WIN CONTROL CAR SET)
Q
PROPERTY CORNER FOUND
ME
DEED BOUNDARIES (Nol "Arco)
TOP O BAN.
sm.
"DICE OR
-- - - - - --
TMAWO
—1
NOUN AYERKAR DATED Im
BOUNDARY LINE
NOT SURVEYED
NAD 83(2007
NGS STATION 'MACEDONIA"
EPOCH DATE 2002
N 712595.32' E 920751 36'
ELEVATION 2097.0'
COMBINED FACTOR 999804248
ELEVATION DATUM NAVD 88
CONTOUR INTERVAL 1 FOOT
CERTIFICATE OF SURVE Y
1. ---- PNILLIP B KEE - CERTIFY THAT M R
IS AT WAS
DRAWN UNDER MV- SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION THE BOUNDARIES NOT SURVEYED ARE
INDICATED AS DASHED LINES, THAT THIS MAP MEETS IIIE
SPECIFICATIONS FOR TOPOGRAPHIC SURVEYS AS STATED IN TITLE
21. CHAPTER 56. SECTION 1606, THAT THIS MAP WAS NOT
PREPARED IN ACCORDANCE NTH GS 47 -30. AS AMENDED
WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMBER, AND
SEAL THIS THE __ DAY OF - - - - - -- 20_
PHILUP 8 KEE, RS NC -4647
ANDERSON FARM
STREAM
RESTORATION
PROJECT
0' 180, 360' 540'
I INCH = 180 FEET
IVOT SURVEYED
I
I
al r
1�
SURVEYOR'S NOTES
1 ALL DISTANCES ARE GROUND NEASIUREMEHIS IN
US SUIIVEY FEET U.. OTHERWISE NOTED
2 AREAS CALCULATED BY THE COORDINATE METHOD
3 PROPERTY SUBJECT TO ALL EASEMENTS. RIGHT OF
WAYS AND RESTRICTIONS THAT ARE RECORDED.
UNRECORDED. WRITTEN AND UNWRITTEN
4 BUNCOMBE COUNTY GIS WEBSITE USED TO IDENTIFY
PROPERTY OWNERS.
S. THE PROFESSIONAL SURVEYOR HAS MADE NO
INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS, RIGHT OF WAYS, ENCUMBRANCES,
RESTRICTIVE COVENANTS, CORRECT OWNERSHIP
OR ANY OTHER FACTS THAT AN ACCURATE AND
CURRENT TITHE SEARCH MAY DISCLOSE A NC
LICENSED ATTORIHEY SHOULD BE CONSULTED
6 BY GRAPWC DETERMINATION, THE SUBJECT
PROPERTY APPEARS TO BE OUTSIDE OF THE 02R
ANNUAL CHANCE FLOOOPLAIN (ZONE x) AS
DETERMINED BY THE F E M A MAP#37W971lOGJ k
MAR/3700972100J DATED JANUARY 06. 2010
7 GRID COORDINATES AND BEARINGS WERE DERIVED
FROM GLOBAL POSITIONING SYSTEM OBSERVATIONS
ON MARCH 2B. 2012 THAT WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS.
PART 2 STANDARDS FOR GEODETIC NETWORKS AT
THE 95S CONFIDENCE LEVEL USING CPS LI STATIC
OBSERVATION NM MAGELLAN PROMARK3 RECEIVERS.
B UTILITIES WERE LOCATED BASED ON VISIBLE ABOVE
GROUND STRUCTURES. THEREFORE THE LOCATION OF
UNDERGROUND UTILITIES ARE APPROAMATE OR MAY
BE PRESENT AND NOT SHOWN HEREON CALL
1 -800- 632 -4949 BEFORE DIGGING
9 INS TOPOGRAPHIC SURVEY IS FOR INFORMADONAL
AND DESIGN PURPOSES ONLY IT IS NOT INTENDED
UNDER ANY CIRCUMSTANCES TO BE CONSTRUED AS
A BOUNDARY SURVEY THE BOUNDARY UNES
SHOWN HEREON WE RE PLOTTED FROM I.--- ---
DEEDS AND PLATS FOUND IN ME BUNCOMBE
COUNTY REGISTRY AND ARE NOT INTENDED TO BE
EXACT

I. CONSERVATION EASEMENT LINE SHOWN IS APPROXIMATE. - ----
---
` 2. CONSERVATION EASEMENT LINE SHALL BE DELINEATED AS A I54' OFFSET '' -'' _ ____
FROM THE DESIGN _ '
-- N TOP OF BANKFULL BENCH. � `♦ -' � -_ `♦ •,
s
3_ PROPERTY BOUNDARY LINE SHOWN IS APPROXIMATE. PROPERTY '
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R E I F'TN 101
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PROPERTY OWNER:
SOUTHERN APPALACHIAN HIGHLANDS CONSERVANCY
34 WALL ST. STE 502
ASHEVILLE, NC 28801
CONTACT PERSON: ALLISON KIEHL
PROJECT NAME: ANDERSON FARMS STREAM RESTORATION
PLAN
PROJECT LOCATION:
108 MAG SLUDER RD.
LEICESTER, NC 28701
PIN #:9711 -98 -7999
ZONING DISTRICT: OU (OPEN USE)
CONSERVATION AREA: 25.29 AC
CURRENT LAND USE: AGRICULTURAL
PROPERTY SIZE:103.69 ACRES
AVERAGE NATURAL SLOPE: 21.82%
REACH UTIA LENGTH: 229 LF
REACH UTIB LENGTH: 1,217 LF
REACH UTZ LENGTH: 1,033 LF
REACH UT3 LENGTH: 976 LF
TOTAL STREAM LENGTH: 3,455 LF
TOTAL WETLAND AREA: 0.087 AC
i - _ - I `•� s` BEFORE YOU DIG
' LL 1-800-632-4949
,
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------ Call before you dig.
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PROPERTY OWNER:
SOUTHERN APPALACHIAN HIGHLANDS CONSERVANCY
34 WALL ST. STE 502
ASHEVILLE, NC 28801
CONTACT PERSON: ALLISON KIEHL
PROJECT NAME: ANDERSON FARMS STREAM RESTORATION
PLAN
PROJECT LOCATION:
108 MAG SLUDER RD.
LEICESTER, NC 28701
PIN #:9711 -98 -7999
ZONING DISTRICT: OU (OPEN USE)
CONSERVATION AREA: 25.29 AC
CURRENT LAND USE: AGRICULTURAL
PROPERTY SIZE:103.69 ACRES
AVERAGE NATURAL SLOPE: 21.82%
REACH UTIA LENGTH: 229 LF
REACH UTIB LENGTH: 1,217 LF
REACH UTZ LENGTH: 1,033 LF
REACH UT3 LENGTH: 976 LF
TOTAL STREAM LENGTH: 3,455 LF
TOTAL WETLAND AREA: 0.087 AC
i - _ - I `•� s` BEFORE YOU DIG
' LL 1-800-632-4949
,
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PLAN AND PROFILE SHEET INDEX
REACH LIT-IA
SHEET: C4.0
REACH LIT-113
SHEET: C4.0 8, C6.0
REACH UT-2
SHEET: C5.0
REACH UT-3
SHEET: C6.0
-------------
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----
PROPERTY % --
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DATA BLOCK - SEE SHEET C2.0
----- -- PROPERTY OWNER:
SOUTHERN APPALACHIAN HIGHLANDS CONSERVANCY
34 WALL ST. STE 502
ASHEVILLE, NC 28801
-- -- -- ---- -------- --
--- ----- -- -- -------- CONTACT PERSON: ALLISON KIEHL
C7
-Ur,4A: PROJECT NAME: ANDERSON FARMS STREAM RESTORATION
PLAN
PROJECT LOCATION'
108 MAG iR RD.
-------- LEICESTER, SLUD NC 28701
------- ------ ------ - --- PIN #:9711-98-7999
ZONING DISTRICT: OU (OPEN USE)
------- CONSERVATION AREA: 25.29 AC
CURRENT LAND USE: AGRICULTURAL
PROPERTY SIZE:103.69 ACRES
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LEGEND
® PROPOSED 57REAM POOL iNTS) -' -..`_ - -' i .'.. ' ,- , _, - - - _. 7BTORIIRY
_.__. /. i AAA'RO�O6W 1111ESfOd(�5�Rq Loch1�pr
__- ___.._��,.'
-
LOG SILL (NTS) ^'_ / /., __
- /
1'ROP'05TDGEOH.FT TO - -
-- _"-- CATTIi EIICLU - - '- - -
BMi(FTRLELEVATIONallsl -
_
U ��
NC FIRM LICIT C -2185
_ - - -' -- -
- +
__ -
DSTREAM BUFFERKOOOERVA , ^ ^i '._'.,'7�i�- /. '� - - _. __ _ ..- - .3
AREA, STREAM BUFFER . _. ___ ___ -
- _
CORRECTION FACTOR 18.5% ' ' �• .. / , - .' - THTOIYRY STOI'IaRE�
11 RESTORAT30N -
L/CordMATIGIN
EASB£UNT BOUNDARY
SilEAM ♦ r ' UOq £ °� _ ._
-- � p,,_. is RAF AIL
_
-" �7 5� DETAIL CI7.0
CIL LEVEL I
. �
• , r TEMPORARY
BANKFULL BENCH r
dE 2 o
dE
u
• r r , ♦- - , ' DIVERSION DITCH
SEE DETAIL LII.D " "'
• r r - • ♦ ,� ' + STREAM
EXISTING TREE GREATER - r `
- _ ♦ 7
'
• THAN 1.5' DIAMETER AT ` ' ATION
BREAST HEIGHT TO REMAIN w • EXISTING TI¢f 70 BE REMOVED (TYF.) PROPOSED
DIM STREAM POD.. COIN�RVATRON AREA
EXISTING TREE TO BE REMOVED r , SEE DETAIL FOR DIMENSIONS (TYP.) ° • r y�� ° •
\
o
, ' .
AND RE -USED FOR STREAM • STA SECTION - , ♦ • r
-
® r +
STRUCTURE AS DIRECTED BY E3ID UT DESIGN STREAM SECTION PROPOSE FORD CATTLE , ,
BEGIN UT -18 DESIGN STREAM SECTION CROSSING. SEE DETAIL CLS.O. • • INSTALL SILT FENCE - ' COMPLETE.
♦ ', ' FENCE TD BE
THE ENGINEER. r POSTS ED CAREFULLY ULLY AND
r • , OUTLETS AT LOW POSTS SHALL BE iE1'OYEi1 CAREf11LY AND
POIN?SSOUTL SILT PENILE
/ LIMITS OF GRADING REMOVE EXISTING L*ESTOC ( CROSSING COMPLETE ' LAY EXISTING SLOPE ° r w r , REUSED FOR TOE PROPOSED FENICE LOCATED
' DlfiL£75 A7 LOW
BACK TO 21 MAX. (TYP -) • , ' •I'RiJPOSW STREAM POOL. POINTS 2' OUi1IDE OF THE CONSERVATION
}
• , r
° + , SEE DETAIL FOR DIMENSIONS (rYP)° , EASEMENT BOUNDARY (TYP.).
EXISTING LIVESTOCK ' '
♦ ' ° ' +Z� . '
_
FENCE, TO BE REMOVED r 9 _ , , \y oyo , • . -
PROPOSED LOG SILL MP.) V (P J ZO ' • ' • '�� LAY
+
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/PROPOSED FENCE SEE DETAIL Ca2.fl •w, ¢C3 -• ' • ! TO StNG MAX _ (TYP
+ .BA
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' REMO Yf Mt
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,,[� Z • ' te-- INSTALL
E 9 ^ - R
FOM / SLT FENC
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EDGE OF WETLAND
... . = _�. °t ` _ J -.. ` � —�
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am... 4
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-• _ _____._
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' + LIMITS OF GRADING �e� Q ° SEE DETAi CiH.O i` r , LIMITS OF GRADING
♦
STA 10~00 - ' '� Z iHANI,Ta MATTING ` + ° ♦ ®y
, • O
V 2
BEGIN UT-1 STREAM SECTION • r SEE DETA3L CII.(1 +
r ' • r STREAM BUFFER J
....
I ♦
• ' , 202s! YU11 N ♦ , - swALE 2 ° w C_ONSERVATIoN AREA LAY E %iS?1NG SLOPE
♦ '
J. W
LLJ
SEE DfTA11 G3.9 • r STA. 18. BACK TO 53 MAX (TYP ).
' 1 r
cO�� r r -�\ r ]yyj/' 9fii 21 .BAN( SIDE SLOPES
♦ r
LLB
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r r -
r , ° r - , r BEGIN 3-3 BAN( SIDE SLOPES, h - STA 20420
° to ♦ I \ , COIR MATTING f7
' O ♦ +' i + SEE DETAIL ULO r� p END UT -IB DESIGN STREAM SECTION,
7 ' ° • ,. + V LAY EXISTING SLOPE ° r , J111// - • + r Q G' +N STREAM ENHANfEYENT LEVEL i
w' + , BACK TO 2.1 MAX. lrV -).p ', ° s , CHANNEL MATTING "' , ' ° • , , •
REMOVE EXISTING SPRING BOX- EXISTING FENCE TO BE REMOVED cAILETE. • s. ° ♦ SEE DETAIL 017.0 + r
V
, ♦ , ,
AND CULVERT COMPLETE. • , POSTS SHALL BE REMOVED CAfEFi/LLY AM ♦ r , r '
REUSED FOR THE PROPOSED FENCE LOCATED - :. / _ _ —. ' IL C13 2 w , - EX7STINK. TREE TO REMA01 (TYP.)
• • , • 2(' • 2' OUTSIDE OF THE CONSERVATION TEMPORld(Y , , SEE DETAIL CI3.0
Q EASEMENT BW1DARY (TYP_). STOCKPILE AREA
y w ° r , ,
AREA
EXIST BIG YDO
NOT B
�— • -�� ° w Da Nor D+sTUm t
- CATTLE EXCLUSION
' • -- - GATE
d
• w CDNgRVAT10N EASE7�T _ • ,
/ \ �
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• t
r- ,y PROPOSED LIVESTOCK POKE LOCATED 2'
017510E CO4SeRwt101±1 fA9eBarr '
IL
a
2.025'
'i. .— _....__ - - -- - - - -- - - - -- - - - - -- __... ......... - ..... — - -.
.- .. .______ .._._._.___ _._........ S._. - - -
THRIAWS CONVE131NE
� '`
1
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–• –_� __ _ , .'. ._ -_ ..... _ _
e 2i to OS p TMALREG CENTERLINE
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2.010'
. -._ �, CROSS SECT40N *A'
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W
2.005'
EXISTING BMMF(LL INDICATOR
- . .... STA W.02.19
._ .... - ____ -- _......_.__
HEIGHT 0.60'
•` $ ELV 1992.51
'
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2.000'
LL INDICATOR EXISTING BAN(FI
_.. -.. _.. STA 15,76 60
I � '�
EXISTING BANKHlLL INDICATOR
W Q N co
9,995'
� _• HEIGHT 045'
�_-
_ -_- _ ELV 1992.51
_ - -.__._
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HEIGHT 0.80' -
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IEiGHT 0.75" �..
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____ _ -_ -- -. .. -
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-• - -_ ELV 1989 15
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�•�• HEIGHT 066'
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NORTH CAROLINA EROSION AND SEDIMENT CONTROL
L PROJECT DESCRIPTION
THIS PROJECT WILL BE A STREAM RESTORATION THAT WILL PROVIDE HIGH - QUALITY COMPENSATORY
MITIGATION FOR PERMITTED IMPACTS WITHIN THE FRENCH BROAD RIVER BASIN VIA THE RESTORATION.
ENHANCEMENT, AND PRESERVATION OF STREAMS AND WETLANDS THE PROJECT WILL INVOLVE
DISTURBING APPROXIMATELY 20-25 ACRES FOR THE PROPOSED STREAM RESTORATION
II CONDITIONS
TH%OET
IS LOCATED JUST WEST OF HAG SLUDER ROAD AND APPROXIMATELY TEN MILES
NORTH OF ASHEVILLE, NORTH CAROLINA IN BUNCOMBE COUNTY THE SITE IS PART OF A 103 -ACRE
PARCEL CONSISTING OF MODERATELY TO STEEPLY SLOPED TERRAIN AND IS BISECTED BY TWO MAIN
STREAM SYSTEMS WITH FLOW SOUTHWARD INTO NEWFOUND CREEK THE SITE IS PRIMARILY
AGRICULTURAL LAND WITH SOME WOODED AREAS AND A RESIDENTIAL HOME
III. ADJACENT PROPERTIES
THE ADJACENT PROPERTIES ARE AGRICULTURAL AND RESIDENTIAL
M DR SITE AREAS
THERE ARE NO SS-ITE AREAS
V. SOILS
ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURAL NATIONAL COOPERATIVE SOIL
SURVEY SURFACE TEXTURE SOIL MAP, THE SITE IS PREDOMINATELY CLAY LOAM AND LOANS
THE CONTRACTOR SHALL PROVIDE SILT FENCE, TEMPORARY DIVERSION BERMS, CHECK DAMS, DITCHES,
AND /OR OTHER CONTROL DEVICES. AS NEEDED, DURING CONSTRUCTION TO PROTECT WORK AREAS FROM
UPSLOPE RUNOFF /OR TO DIVERT SEDIMENT LADEN WATER TO APPROPRIATE MEASURES AND STABLE
OUTLETS EROSION CONTROL PRACTICES SHALL BE INSTALLED AND FUNCTIONAL PRIOR TO PROCEEDING
WITH CONSTRUCTION ACTIVITIES ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFF -SITE SEDIMENTATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES
THROUGH THE COMPLETION OF THE PROJECT AND THROUGH THE ESTABLISHMENT OF VEGETATION
SUFFICIENT TO PROVIDE EROSION PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL
OF ALL THE TEMPORARY EROSION CONTROL MEASURES PRIOR TO PROJECT CLOSE -OUT
ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
A STRUCTURAL PRACTICES
I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PRACTICE NO 6 06 A CONSTRUCTION ENTRANCE
SHALL BE PROVIDED AS SHOWN ON THE PLANS AT THE EXISTING ROADS EQUIPMENT WHEELS SHALL BE
CLEAN WHEN ENTERING UPON A PAVED ROAD ALL VEHICLES ENTERING AND EXITING THE PROJECT SITE
SHALL USE A CONSTRUCTION ENTRANCE
2 SILT FENCE PRACTICE NO 6 62 SILT FENCE BARRIERS SHALL BE PROVIDED WHERE SHOWN AND AS
NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE
3 ROCK CHECK DAMS PRACTICE NO 6 63 PROVIDE ROCK CHECK DAMS AS SHOWN ON THE PLANS
4 TREE PROTECTION PRACTICE NO 6 05 INSTALL TREE PROTECTION FENCING IN SPECIFIED LOCATIONS
PRIOR TO CONSTRUCTION ACTIVITIES CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT BE
LOCATED WITHIN TREE PROTECTION AREAS
5 ROLLED EROSION CONTROL PRODUCTS PRACTICE NO 6 17
INSTALL MATTING PER SPECIFICATIONS FOR THE CHANNEL. DIVERSIONS, AND SLOPES
6 TEMPORARY DIVERSIONS PRACTICE NO 6 20 TEMPORARY DIVERSION SHALL BE INSTALLED AS NEEDED
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF, AND TO CONTROL STORMWATER RUNOFF TO
APPROPRIATE MEASURES OR STABLE OUTLETS
7 CHECK DAM PRACTICE NO 6 83 CHECK DAMS SHALL BE PROVIDED PER DETAIL TO REDUCE EROSION IN
DRAINAGE CHANNEL BY REDUCING THE VELOCITY OF FLOW
B OUTLET STABILIZATION STRUCTURE PRACTICE NO 6 41 PROVIDES OUTLET PROTECTION FOR STORM
WATER CONVEYANCE OUTLETS AS SHOWN ON PLANS
B MANAGEMENT STRATEGIES
I CONSTRUCTION SHALL BE PLANNED SO THAT GRADING OPERATIONS CAN BEGIN AND
END AS SOON AS POSSIBLE
2 STRAW MULCH AND TALL FESCUE SHALL NOT BE USED IN RIPARIAN AREAS
3 RIPARIAN VEGETATION ESPECIALLY TREES AND SHRUBS. SHOLLD BE PRESERVED AS MUCH AS POSSIBLE
NATIVE WOODY VEGETATION (EG RHODODENDRON, DOG HOBBLE, SILKY DOGWOOD, SYCAMORE, RIVER
BIRCH, RED MAPLE) SHOULD BE TRANSPLANTED AND RE -ESTABLISHED WHEN FEASIBLE
4 IF NECESSARY, SLOPES. WHICH EXCEED EIGHT (B) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
VEGETATIVE MATS. IN ADDITION TO HYDROSEEDING
5 DISTURBED AREAS FOUND TO BE ERODING EXCESSIVELY WITHIN I YEAR OF PERMANENT STABILIZATION
SMALL BE PROVIDED WITH ADDITIONAL STABILIZATION MEASURES UNTIL THE PROBLEM IS CORRECTED
6 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE SWALES ARE MADE OPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED CHANNEL LINING SMALL BE INSTALLED
7 WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE
PLACED ON THE UPHILL SIDE OF TRENCHES EXCEPT FOR ANY DIVERSION DITCHES
9 WETLANDS ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD SAFETY FENCE
SHALL BE INSTALLED AROUND THE WETLAND PER THE PLANS NO GRADING ACTIVITIES ARE PROPOSED
WITHIN EXISTING WETLANDS
IO LITTER. CONSTRUCTION DEBRIS, OILS, AND FUELS THAT COULD BE EXPOSED TO STORM WATER MUST
BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES
C VEGETATIVE PRACTICES
I TOPSOILING PRACTICE NO 6 04 TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND
STOCKPILED FOR LATER USE STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND
HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER TO PROTECT DOWNSTREAM AREAS
2 TEMPORARY SEEDING (TS), PRACTICE NO 6 10- TEMPORARY SEEDING SHALL BE PROVIDED ON SITE TO
PROVIDE STABILIZATION UNTIL SITE DEVELOPMENT OCCURS APPLY SEED BASED ON THE TEMPORARY
SEEDING SCHEDULE ON THE PLANS
3 PERMANENT SEEDING (PS) PRACTICE NO 6 II PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO
PROVIDE STABILIZATION FOR ALL DISTURBED AREAS APPLY SEED BASED ON TEMPORARY AND
PERMANENT SEEDING SCHEDULE SHOWN ON THE PLANS
4 MULCHING (M), PRACTICE NO 6 14 ALL PERMANENT AND TEMPORARY SEEDING SHALL BE STRAW
MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION STRAW ON STEEP SLOPES SMALL BE
ANCHORED UNLESS SEEDING WAS PROVIDED BY MEANS OF A HYDROSEEDING (OR APPROVED EQUAL), IN
WHICH CASE. MULCHING IS NOT REQUIRED
D MINIMUM STANDARDS
STABILIZATION OF DENUDED AREAS
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 14 DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZATION SHALL
BE APPLIED WITHIN 7 DAYS TO ALL DENUDED AREAS PERMANENT STABILIZATION SHALL BE APPLIED TO
AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
STABILIZATION OF SOIL STOCKPILES
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED
OR PROTECTED WITH SEDIMENT TRAPPING MEASURES THE CONTRACTOR IS RESPONSIBLE FOR
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS
BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE
PERMANENT VEGETATIVE COVER
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION
TIMING AND STABILIZATION OF SILT TRAPPING MEASURES
SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE
STABILIZATION OF EARTHEN STRUCTURES
STABI STRUCTURES LIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION
CUT AND FILL SLOPES
CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION SLOPES
THAT ARE FOUR TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL
BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED
D MINIMUM STANDARDS (CONTINUED)
CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE
WATER SEEPAGE FROM A SLOPE FACE
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED
UNDERGROUND UTILITIES
THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY UTILITIES (NOT SHOWN ON
PLANS) THAT EXIST WITHIN THE AREAS OF CONSTRUCTION
CONSTRUCTION ACCESS ROUTES
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS
SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED
SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD. THE ROAD SURFACE
SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED BY
SHOVELING OR SWEEPING MID TRANSPORTED TO A SEDIMENT DISPOSAL AREA STREET WASHING SHALL
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO
INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES
TEMPORARY E&S CONTROL MEASURE REMOVAL
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS
AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION
E DAILY MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED,
AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION ALL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER
EVERY RAINFALL EVENT
I DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY
SMALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY
2 MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED
3 PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING
ASPHALT ROADWAYS ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY
4 SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHED HALF WAY TO THE TOP OF THE BARRIER
5 TEMPORARY DIVERSION DIKES AND TEMPORARY FILL DIVERSIONS SHALL BE INSPECTED REGULARLY AND
REPAIRS MADE IF NEEDED
6 RIPRAP INSTALLATIONS SHOULD BE INSPECTED PERIODICALLY TO DETERMINE IF HIGH FLOWS HAVE
CAUSED SCOUR BENEATH THE RIPRAP OR GEOTEXTILE FABRIC OR DISLODGED ANY OF THE STONE
7 SEDIMENT SHALL BE REMOVED FROM ROCK CHECK DAMS WHEN IT REACHES ONE -HALF OF THE ORIGINAL
HEIGHT OF THE MEASURE REGULAR INSPECTIONS SHOULD BE MADE TO ENSURE THAT THE CENTER OF
THE DAM IS LOWER THAN THE EDGES EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM
SHOULD BE CORRECTED IMMEDIATELY
8 TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN TOPSOIL OR
SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER
GRADING OR PROPOSED SODDING OR SEEDING THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED 70 A
MINIMUM COMPACTED DEPTH OF 2- INCHES ON 3 1 OR STEEPER SLOPES AND 4- INCHES ON FLATTER SLOPES
9 AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE
RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED
10 WHERE EROSION OR WASHOUT IS OBSERVED IN MULCHED AREAS, ADDITIONAL MULCH SHOULD BE
APPLIED
II TREE PROTECTION AREAS SHALL BE INSPECTED DAILY REPAIR AND REPLACE FENCING AS NEEDED
VII. SOIL STOCKPILES AND BORROW AREAS
LOCATIONS OWNER/DEVELOPER SOIL STOCKPILES SHALL BE DETERMINED BY THE CONTRACTOR WITH THE APPROVAL E OF
THE SUR UNDIN SIL AND ENGINEER ALL STOCKPILES SHALL A LOCATED ON SITE AND PROTECTED
WITH SURROUNDING SILT FENCING AND STABILIZED WITH I VEGETATIVE COVER CONTRACTOR IS
REQUIRED TO PROVIDE EVIDENCE OF VALID GRADING PERMITS FOR ANY OFF -SITE BORROW AREAS THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN FOR ALL SOILS
THAN INTENTIONALLY TRANSPORTED OFF -SITE IF THE TRANSPORTED MATERIAL DISTURBS MORE TNAN 10,000
SQUARE FEET IN AREA
I FLAG THE LIMITS OF CONSTRUCTION
2 MARK LIVE TREES TO BE PROTECTED AND INSTALL TREE PROTECTION FENCING AS NECESSARY
3 PRIOR TO ANY GRADING ACTIVITY. CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT EVERY POINT OF
ACCESS
4 AFTER INSTALLING THE TEMPORARY CONSTRUCTION ENTRANCE. AND PRIOR TO ANY OTHER CONSTRUCTION
OR CLEARING. INSTALL ALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE
5 MARK WOODY DEBIRS FOR REMOVAL ANY WOODY DEBRIS THAT WILL BE USED FOR BAN(
STABILIZATION AND /OR IN- STREAM STRUCTURES WILL BE MARKED AS SUCH AND MOVED TO
A SPECIFIED STAGING AREA ONCE THE AREA IS PREPARED
6 INSTALL SILT FENCE, TEMPORARY DIVERSIONS DITCHES AND OUTLET PROTECTION AS SHOWN ON PLANS OR
AS NEEDED
7 INITIATE THE CLEARING AND GRADING OPERATION MAINTAIN ALL SEDIMENT CONTROL DEVICES THROUGHOUT
CONSTRUCTION AND UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED
8 GRADE AND CONSTRUCT THE CHANNEL IN PHASES, WORKING FROM UPSTREAM DOWN CONSTRUCTION SMALL
OCCUR ONLY ON SECTIONS OF THE CHANNEL
THAT CAN BE STABILIZED WITHIN ONE -(U WORKING DAY
9 INSTALL SANDBAGS FLEXIBLE PIPE. OR OTHER DIVERSION STRUCTURES THAT SHOULD BE USED TO AVOID
EXCAVATION IN FLOWING WATER CONSTRUCTION IN CHANNEL SHALL BE CONDUCTED TN THE DRY' MATERIALS
USED FOR FLOW DIVERSION SHOULD BE REMOVED FROM THE STREAM BED AFTER COMPLETING THE
CONSTRUCTION WORK
10 INSTALL TEMPORARY STREAM CROSSINGS AS NEEDED (SEE DETAIL SHEET CIS 0)
II GRADE THE CHANNEL TO THE CHANNEL DIMENSIONS AS SPECIFIED ON THE PLANS
12 INSTALL INSTREAM STRUCTURES AS SPECIFIED ON THE PLANS
13 STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY VEGETATION AS NECESSARY
14 EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL GROUNDCOVER IS ACHIEVED THAT IS UNIFORM
AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION
15 REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
16 STABILIZE AFFECTED AREAS
I CONTRACTOR SHALL OBTAIN SOIL ANALYSIS FOR PROPOSED PLANTING AREA IN ORDER TO DETERMINE
REQUIRED SOIL AMENDMENTS
94 COXE AVE
ASHEVILLE. NC 28801
PH 828- 2553522
WWW CES NCS4 EDU /BUNCOMBE/
UPON RECEPTION, PROVIDE COPY OF SOIL REPORT TO OWNER
2 AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3' DEEP ON SLOPES 2 10
FLATTER TOTAL SEEDBED PREPARED DEPTH SHALL BE 4' TO 6' DEEP IF SOILS ARE COMPACTED DURING
GRADING LOOSEN TO A DEPTH OF 6' TO 8'
3 LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE TO PREVENT
INTERFERENCE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION
4 APPLY LIME AND SOIL AMMENDMENTS ACCORDING TO SOIL TEST RECOMMENDATIONS WHEN NOT SPECIFIED
APPLY AT THE FOLLOWING RATES
4000 LB /ACRE OF GROUND AGRICULTURAL LIMESTONE.
1000 LB /ACRE OF 10.10.10 FERTILIZER
DRY SOIL, GRAS$ {INED CHANNELS SHALL USE
3000 LB /ACRE OF GROUND AGRICULTURAL LIMESTONE
500 LB /ACRE OF I0-10-10 FERTILIZER
5 ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION GROOVE OR FURROW SLOPES STEEPER THAN 31
6 SEEDING SHALL BE IN ACCORDANCE WITH THE SEEDING SCHEDULE
7 TEMPORARY AND PERMANENT SEED SHALL BE APPLIED TOGETHER
8 IRRIGATION MAY BE REOURED SO THE CONTRACTOR SHALT. REACH 90% 2-4 INCHES OF COVER BEFORE
CLOSE OUT OF PROJECT
9 THE CONTRACTOR IS RESPONSIBLE TO FOLLOWING ALL RULES OF THE NCDENR LAND DUALITY SECTION AS
OUTLINED IN THE EROSION AND SEDIMENT CONTROL MANUAL
SEEDING SCHEDULE
TEMPORARY SEEDING SCHEDULE RIPARIAN AND NON - RIPARIAN AREAS
A SINGLE SPECIES SELECTION FOR TEMPORARY COVER IS ACCEPTABLE A MIXTURE OF TWO OR MORE
TEMPORARY SPECIES MAY BE NECESSARY ALTHOUGH APPLICATION RATES SHOULD NOT EXCEED THE TOTAL
RECOMMENDED RATE PER ACRE
COMMON NAME SCIENTIFIC NAME RATE PER ACRE OPTIMAL PLANTING DATES
RYE GRAIN SECALE CERAELE 30 LOS AUG I5 -KAY 15
WHEAT TRITICUM AESTIVUM 30 LOS AUG 15 - MAY 15
GERMAN MILLET SETARIA ITALICA 10 LBS MAY 15 -AUG 15
BROWNTOP MILLET UROCHLOA RAMOSA 10 LBS MAY 15 -AUG 15
PERMANENT SEEDING SCHEDULE RIPARIAN AREAS
SEEDING SHALL BE APPLIED IN LOCATIONS SPECIFIED ON THE MANS OR BY THE ENGINEER SEED MIX FOR
THE RIPARIAN AREA SHALL BE ERNST MIX# ERNMX -304 (NC MOUNTAINS RIPARIAN MIX) AS MANUFACTURED
BY ERNST CONSERVATION SEEDS WWW ERNSTSEED CON SEED SHALL BE APPLIED AT 20 LOS PER ACRE
PERMANENT SEEDING SCHEDULE NON- RIPARIAN AREAS OUTSIDE CONSERVATION EASEMENT
THE PERMANENT SEED MIX SHALL CONSIST OF 75% BY WEIGHT ORCHARD GRASS AND 25%
BY WEIGHT LADINO CLOVER
COMMON NAME SCIENTIFIC NAME RATE PER ACRE OPTIMAL PLANTING DATES
ORCHARD GRASS (DACTYLIS GLOMERATA) 12 JUL 25 -AUG 10
LADINO CLOVER (TRIFOLIUM REPENS) 4 JUL 25- AUG 10
MULCH SHALL BE APPLIED AT THE RATE OF
4.000 LB /ACRE (60 -80 BALES /ACRE) OF STRAW
CHANNELS - ALL VEGETATION LINED CHANNELS. SWALES, DITCHES ETC SHALL HAVE CHANNEL MATTING AS
SPECIFIED AND INSTALLED AS DESCRIBED ON THE DETAIL SHEET
GRADED SLOPES AND FILLS - ALL SLOPES GREATER THAN 3 1 SHALL HAVE SLOPE MATTING AS SPECIFIED,
AND INSTALLED AS DESCRIBED ON THE DETAIL SHEET
ALL DISTURBED AREAS SHALL BE SEEDED OR MULCHED WITH AN APPROVED GROI.FDCOVER WITHIN 14
CALENDAR DAYS
EROSION CONTROL MAINTENANCE SCHEDULE
IMENT FENCES AT LEAST ONCE A WEEK, AND AFTER EACH
RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED
CONSTRUCTION ROAD STABILIZATION INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY
FOR CONDITION OF SURFACE TOPORESS WITH NEW GRAVEL AS NEEDED CHECK ROAD DITCHES AND
OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF - PRODUCING RAINS MAINTAIN
ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION SEDIMENT - PRODUCING AREAS SHOULD BE TREATED
IMMEDIATELY
CHECK DAM INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT ANTICIPATE
SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT EROSION OCCURS BETWEEN
DAMS, INSTALL A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNELS REMOVE SEDIMENT
ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
SECTION
DUST CONTROL MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL
DISTURBED AREAS HAVE BEEN STABILIZED
SURFACE ROUGHENING PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES FILL THESE
AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE, THEN RE -SEED AND MULCH AS SOON AS POSSIBLE
LAND GRADING PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND
SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY RAINFALLS PROMPTLY REMOVE ALL
SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES IF WASHOUT OR BREAKS OCCURS,
REPAIR THEM IMMEDIATELY PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME
SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION CONTROL
PLAN
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2 -INCH STONE AFTER EACH RAINFALL, NSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS
TEMPORARY DIVERSIONS INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSIONS RIDGE CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT
ROLLED EROSION CONTROL PRODUCTS (CHANNEL MATTING)-
INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT RAIN EVENT REPAIR IMMEDIATELY ANY AREAS OF THE MATTING THAT ARE DAMAGED
OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED IF EROSION OCCURS
DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
PROTECTED MONITOR AND REPAIR THE MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED
TREE PRESERVATION AND PROTECTION
REPAIR ANY DAMAGE TO PROTECTED TREE AS FOLLOWS
SHOULD DAMAGE TO CROWN, TRUNK. OR ROOT SYSTEM OCCUR REPAIR ROOTS BY CUTTING OFF THE
DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT SPREAD PEAT MOSS OR MOIST TOPSOIL OVER
EXPOSED ROOTS REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS, TAPER THE CUT
TO PROVIDE DRAINAGE, AND PAINT WITH TREE PANT CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE
TREE COLLAR AT THE TRUNK OR MAIN BRANCH USE THREE SEPARATED CUTS TO AVOID PEELING BARK
FROM HEALTHY AREAS OF THE TREE
PERMANENT DIVERSIONS INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA AND REPAIR
THE DIVERSION RIDGE CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED MAINTAIN THE
VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES.
DIVERSION DIKE (PERIMETER PROTECTIONY INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY
RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE
OUTLET STABILIZATION STRUCTURE INSPECT RIP RAF OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE
FOR
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6'
IN � ENN
SLOPE INSTALLATION
USE TYPE SC15OBN OR APPROVED EQUAL UNLESS
NOTE: ONEiW15E NOTED
N LOOSE SOIL CONOP106. THE USE OF STAPLE OR STAKE
LEMIM GREATER THAN 6' (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS
L PREPARE SOIL BEFORE INSTALLING BLANI(ET& OIMAUW ANY CEMARY APPLICATION! OF LIE. F9IVIIJi . AND SEED
2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORI LE
NG THE BLANKET IN A 6' (15 CM) DEEP X 6' (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12' (SOCM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH ANCHOR THE
BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH OF THE BLANKET
3 ROLL THE BLANKETS (A ) DOWN OR IS ) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE WHEN USING THE COT SYSTEM, STAPLES /STAKES SHOULD
BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN
4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2' - 5' (5 CM .12 5 CM) OVERLAP DEPENDINGON BLANKET TYPE
5 CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROX MATE 3' (7 5 CM) OVERLAP
STAPLE THROUGH OVERLAPPED AREA. APPROXIMATELY Ir (30 CM) APART ACROSS ENTIRE BLANKET WIDTH
G
SLOPE MATTING
NOT TO SCALE
PROPOSED DRIVE WIDTH
36' -0' MINIMUM 4' -0'
EXISTING
ROAD /
6'
IrL
6' HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
NOTES
I A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION
SITE TO OR FROM A PUBLIC STREET
2 STONE TO BE RAILROAD TYPE BALLAST
3 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
STREETS OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT
4 ALL SEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY
5 WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS
REWIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
6 FILTER FABRIC SMALL BE PLACED UNDER THE ENTRANCE /EXIT AND SHALL BE MIRAFI 500 OR EQUAL
4 CONSTRUCTION ENTRANCE
NOT TO SCALE
CHANNEL SLOPE MID
SPACING BETWEEN
DAMS (MAX)
2% - 75'
&%-375,
6% - 25'
5116-19' IIAXL SPADW6 I
12% -R5'
cIL O' TOP ELEVATMON OF STO1MNATER 9' MIN
r` z NAAx
.E
057 S pyR� 15' MAX
EXISTING SLOPES
wL.j YS Y.",u
a� EXISTING SLOPE ASS
CLASS 11-
vaaE$ ,! .��r RIV+RAP
V
(r IOII N(EV® Rr RAP
E$INLVTFW NOTES
WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE
REQUIRED
KEY RIP RAP INTO THE DAM FOR
STABILIZATION
ROCK CHECK DAM
INSPECT OEM DAM NO CHANNELS AT LEAST WEEHLV 00 AFTER EACH
S1616K1WT (Ur OR GWAT60 RAINFALL EVENT AHD REPAIR
IMMEDIATELY
CLEAN OUT SEDIMENT OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM
CORRECT ALL DAMAGE IMMEDIATELY REMOVE ALL SEDIMENT
ACCCIULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
CHECK DAM,
AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM
ADD STONES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
SECTION
NOT TO SCALE
9' HIGH RIP RAP BERM FACED WITH 057
WASHED STONE
4' BREAK
PROVIDE SILT FENCE BREAKS EVERY 200
FEET OF FENCING OR AT LOW POINTS
MIN 10 GA
LINE WIRES
STEEL POSTS
-5 LONG W /ANCHOR PLT
-11' WIDE
- MIN WT 1 25LB /FT
- ANCHOR PLATE MIN AREA- WSW
WOVEN WIRE
- TOP 6 BOTTOM WIRES 10 GAGE MIN
- INTERMEDIATE WIRES 12 1 GAGE MIN
WIRE STAPLES
- 1 }' LENGTH MIN
- NO 9 STAPLE
SILTFENCE FABRIC
- NCDOT CLASS B
B' MAX
VARIABLE AS DIRECTED BY THE ENGINEER
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NOTES
I USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 1/4 ACRE PER IOOLF AND NEVER IN AREAS
OF CONCENTRATED FLOW
2 SILT FENCE SHALL NOT BE USED IN DITCHES CREEKS
OR OTHER AREAS RECEIVING CONCENTRATED FLOWS
3 SILT FENCE SHALL NOT BE USED FOR INLET
PROTECTION
SILT FENCE
SWALE OUTLET TO FLAT AREA
oo= PIPE DIAMETER
D= DEPTH OF RIPRAP
No I LA I W I SIZE ON OF
STE (MIN)
I 10' 6'
2 8'
12'
FOR
E A
CRITICAL POINTS
OTFO/VR ,=
1mm
C
S . i79wFf
UNLESS OTHERWISE NOTED ON PLAN. GEOTEXTILE FABRIC
SHALL BE NORTH AMERICAN GREEN SC 230 WY STAPLE PATTERN
11'. OR APPROVED EQUAL
COW MATTO46 600 GM2 IS USED AS SA:CIFFEP 01 THE STALE
DETAIL COA
NOT TO SCALE
1
1 50'
3.00' • •
•
•
L00'
LOO'
1.00'
•
•
3.6 STARES PER SO YD
G_ A PATTFRN F
L PREPARE SOIL SWORE INSTALLING GLANKETS OSI110MG ANY NECESSARY APTICATMOI OF LIff,
FERT(UZE 4 AND SM.
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET M A 6' (150.) DEEP X W MaH TIDE
TRENCH WITH APPROXIMATELY 12' (30CM) OF BLANKET EXTENDED BEYOND THE LIP -SLOPE PORTION OF THE
TRENCH ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30x) APART IN THE
SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STARES /STAKES SPACED APPROXIMATELY 12'
(30tH) APART ACROSS THE WIDTH OF THE BLANKET
3 ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL
WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STARE PATTERN GUIDE
WHEN USING OPTIONAL DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STARE PATTERN
4 RACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4'-6' (10tH -15a) OVERLAP USE A
DOUBLE ROW OF STAPLES STAGGERED 4' (IOCM) APART AND 4' 000 ) ON CENTER TO SECURE BLANKETS
5 FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF
STAPLES /STAKES APPROXIMATELY 12' (30tH) APART IN A 6' 050H) DEEP X 6' (15TH) WIDE TRENCH BACKFILL
NT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2'- 5'(SCM -12 5m) (DEPENDING ON BLANKET
STAPLED TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING OVEAPPING BLANKET
BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING
7 IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9H42H)
INTERVALS USE A DOUBLE ROW OF STAPLES STAGGERED 4' (IOCM) APART AND 4' (IOcH) ON CENTER OVER
ENTIRE WIDTH OF THE CNNNFL.
A. THE TERMRIOL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STARES /STAKES
APPROXIMATELY Ir (3001) APART IN A 6' (IScM) DEEP X 6' (ISCH) WIDE TRENCH BACKFILL AND COMPACT THE
TRENCH AFTER STARING.
1 33 WLIN FT STEEL POST
CRITICAL POINTS
• HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
WOVEN WIRE FABRIC
GENERAL NOTES:
c
'� IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SILT FENCE FABRIC
I LA IS THE LENGTH OF THE RIP RAP APRON
2 0 • LS TI IES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 18'
SLOPE VERTICES
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS
`SOX;`
,(Fy /�Wpj a 4649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
3 IN A WELL - DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6'
4
Nowim4 " C
FILL SLOPE
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
2'^
BANK, WHICHEVER IS LESS
E
4 A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
GRADE
BETWEEN THE RIP RAP AND SOIL FOUNDATION
5 COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL
6' HIM. COVER
6 RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
4
OVER 9IIRT
ANGULAR AND WELL- GRADED
7 CONSTRUCT APRON AT ZERO GRADE TOP OF RIP RAP SHALL BE LEVEL WITH THE RECEIVING CHANNEL OR
SLIGHTLY LOWER
B ALIGN APRON WITH RECEIVING CHANNEL OR STREAM ASSURE APRON IS STRAIGHT THROUGHOUT ITS
LENGTH
SIDE VIEW
9 END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL
UNLESS OTHERWISE NOTED ON PLAN. GEOTEXTILE FABRIC
SHALL BE NORTH AMERICAN GREEN SC 230 WY STAPLE PATTERN
11'. OR APPROVED EQUAL
COW MATTO46 600 GM2 IS USED AS SA:CIFFEP 01 THE STALE
DETAIL COA
NOT TO SCALE
1
1 50'
3.00' • •
•
•
L00'
LOO'
1.00'
•
•
3.6 STARES PER SO YD
G_ A PATTFRN F
L PREPARE SOIL SWORE INSTALLING GLANKETS OSI110MG ANY NECESSARY APTICATMOI OF LIff,
FERT(UZE 4 AND SM.
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET M A 6' (150.) DEEP X W MaH TIDE
TRENCH WITH APPROXIMATELY 12' (30CM) OF BLANKET EXTENDED BEYOND THE LIP -SLOPE PORTION OF THE
TRENCH ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30x) APART IN THE
SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STARES /STAKES SPACED APPROXIMATELY 12'
(30tH) APART ACROSS THE WIDTH OF THE BLANKET
3 ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL
WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STARE PATTERN GUIDE
WHEN USING OPTIONAL DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STARE PATTERN
4 RACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4'-6' (10tH -15a) OVERLAP USE A
DOUBLE ROW OF STAPLES STAGGERED 4' (IOCM) APART AND 4' 000 ) ON CENTER TO SECURE BLANKETS
5 FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF
STAPLES /STAKES APPROXIMATELY 12' (30tH) APART IN A 6' 050H) DEEP X 6' (15TH) WIDE TRENCH BACKFILL
NT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2'- 5'(SCM -12 5m) (DEPENDING ON BLANKET
STAPLED TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING OVEAPPING BLANKET
BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING
7 IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9H42H)
INTERVALS USE A DOUBLE ROW OF STAPLES STAGGERED 4' (IOCM) APART AND 4' (IOcH) ON CENTER OVER
ENTIRE WIDTH OF THE CNNNFL.
A. THE TERMRIOL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STARES /STAKES
APPROXIMATELY Ir (3001) APART IN A 6' (IScM) DEEP X 6' (ISCH) WIDE TRENCH BACKFILL AND COMPACT THE
TRENCH AFTER STARING.
%61 CHANNEL MATTING - SC250
NOT TO SCALE
3 RIP RAP APRON
NOT TO SCALE
FLOW 1 DESIGN TOP VADTH 6' MIN 2 -0 IMPACTED SOIL
� PROTECTED
7 / M AREA
18- MI 4'YGFL
M I. /MU M
6 MIN
NOTES
BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT
COMPACTED RIDGE MUST AT OR ABOVE DESIGN GRADE AT ALL POINTS CHANNEL MUST BE
CONSTRUCTED ON DESIGN GRADE LEAVE SUFFICENT AREA ALONG DIVERSION TO PERMIT
CLEANOUT AND REGRADING
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED WHEN THE AREA PROTECTED 15
PERMANENTLY STABILIZED. REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT
TEMPORARY DIVERSION DITCH
7
II NOT TO SCALE
NOTE
CRITICAL POINTS
• HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS
C NECESSARY TO ALLOW STAPLES SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE
B- PROJECTED WATER LINE
'� IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
geew C. CHANNEL BOTTOMISIDE
OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY
SLOPE VERTICES
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS
`SOX;`
,(Fy /�Wpj a 4649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA HOO- 772 -2040 CANADA
1- 800 -448 -2040
Nowim4 " C
%61 CHANNEL MATTING - SC250
NOT TO SCALE
3 RIP RAP APRON
NOT TO SCALE
FLOW 1 DESIGN TOP VADTH 6' MIN 2 -0 IMPACTED SOIL
� PROTECTED
7 / M AREA
18- MI 4'YGFL
M I. /MU M
6 MIN
NOTES
BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT
COMPACTED RIDGE MUST AT OR ABOVE DESIGN GRADE AT ALL POINTS CHANNEL MUST BE
CONSTRUCTED ON DESIGN GRADE LEAVE SUFFICENT AREA ALONG DIVERSION TO PERMIT
CLEANOUT AND REGRADING
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED WHEN THE AREA PROTECTED 15
PERMANENTLY STABILIZED. REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT
TEMPORARY DIVERSION DITCH
7
II NOT TO SCALE
NC FIRM„LI CO ,C -2185
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WATER FLOW
BACKFI L WITH
IA. 57 IANGLED ONE OR /
SKM
LOG ANGLED AT
2030 DEGREES
FROM NOt40 TAL
FOOTER LOG SCOy@.PC
4 NI ( \\ \/I MI
HEADER LOG 1
PLAN VIEW
FILTER FABRIC
1 MIN
TOP OF BANK
`BANKFULL
BACKFI L WITH NO. 57 FILTER FABRIC
STONE OR SIMLAR BED ELEV
/ HEADER LOG
STRiEAIBED
L4. ems FOOHt LOO
I SILL LOGS SHALL HAVE A MINIMUM TRUNK DIAMETER OF W.
2 LOG SILL SWILL BE CONSTRICTED TIITN AT LEAST ONE FOOTER
LOG AND ONE HEADER LOG
3 ANGLE OF LOGS IN CHANNEL SHALL BE 20 TO 30 DEGREES FROM
PERPENDICULAR TO THE CHANNEL
4 NAIL FILTER FABRIC ON TOP OF FOOTER LOG USING 3' IOD GALVANIZED
COMMON NAIL ON 2' SPACING ALONG THE LOG
5 PLACE HEADER LOG SLIGHTLY FORWARD ON TOP OF THE FOOTER LOG
ALLOWING FOR OVERHANG
LOG SILL DETAIL
12
SIDESLOPE a MAIL
SAN FU L BENCH WIDTH
HL nI x
a
BEEF POOL SIDE SLOPE
K SIOESLOPE 2:1 MAIL
—BAN Ft L BENCH WID
TIWLWEG OF CHANNEL
SECTION 8-0
6 LENGTH OF THE LOGS SHALL BE A MINIMUM OF 6' BEYOND BANKFULL
7 PLATE THE UPSTREAM SIDE OF THE LOGS WITH FILTER FABRIC AND SELECT MATERIAL
8 FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS
FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER
TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE
LENGTH OF THE STRUCTURE
1 2% SLOPE
6TH SAN FU L GEN 4 WIDT
UPSTREAM FABRIC STAKES THROUGH BOTH FABRIC LAYERS
OVERLAPS DOWNSTREAM
FABRIC F (SEE OVERLAP L� SEE KEY TRENCH DETAIL
DETAIL) 30, I
STAKES THROUGH I -Tii
BOTTOM FABRIC LAYER I 1' MIN
—T,
_ 50 TRAt6M1WN
DOWNSTREAM FABRIC �E IL
!B� TWHPUN DETA
—) �--- UPSTREAM FABRIC
R M VIEW
KEY TRENCH WITH TOPSOIL AND COMPACT
f* PAN
EDGE OF FABRIC /' I SANKFU L x/01
4- INCHES MIN FROM
WOODEN STAKE
STAKE FABRIC TO BOTTOM J
OF TRANSITION TRENCH, KEY TRBOI DETAIL WR
I STAKE PER 3 L F
WOODEN STAKE EDGE OF FABRC
4- INCHES IN
FROM
WOODEN STAKE
Fly=
ALL FABRIC FORKS WILL BE CAPPED W AN
NPSTTEAM TO OOaISTRE M DIDiLTIOI
TOl M: WAIN STAKES ON 3' CENTERS. TYP
lt�ryr� I
FLOW TOE OF SIDE
PLAN VIEW FO DI NG FABRIC At BENDS
�N �! � VAC OVERLAPS
�� FABRIC FABRIC I'
LAYER NAPS OY62 TOP �it LAYER DOWNSTREAM FABRIC
STAKE THROUGH LAPS UNDER
BOTTOM FABRIC LAYER STAKE THROUGH
BOTH FABRIC LAYERS
FABRIC OVERLAP SECTION A
FILL REY TRENCH WITH TOP:
I MIN
Wl* 1' MIN
TRN9T90N TRENCH DETAIL
OIL AND COMPACT
FLOW -t— 1
OVERLAP SECTION B IB' MIN)
TV
TYPICAL STAKE DETAIL
GENERAL NOTES
I THE BOTTOM PORTION (FROM THE WATER'S EDGE TO AN ELEVATION THAT R 15 TMM THE HEIGHT OF THE SANKFUIL BENCH FROM THE THALWEG) EROSION CONTROL BLANKET SHALL BE 600 G /M'2 WOVEN COIR FABRIC
DISTURBED AREAS ABOVE 1 5 TIMES THE BANKFULL HEIGHT SHALL BE HYDROSEEDED (OR EQUIVALENT APPROVED BY ENGINEER) AND IF SLOPES ARE GREATER THAN 3 I. BIODEGRADABLE SLOPE MATTING SMALL BE INSTALLED
PER DETAIL CII 0
2 PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECD), INCLUDING AMY NECESSARY AMICATION OF LIE. FERTILIZER AND SEED
3 BEGIN AT TOP OF THE SLOPE BY ANCHORING RECP'S IN A I' DEEP BY 6' WIDE TRENCH WITH APPROXIMATELY 12' EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH ANCHOR THE RECP WITH A ROW OF STARES
APPROXIMATELY 3' APART IN BOTTOM OF THE TRENCH BACKFILL AND COMPACT THE TRENCH AMY SEED TO COMPACTED BOIL AND FOLD REMAINING 12' PORTION OF RECP BACK OVER SEED AND COMPACTED SOIL SECURE
RECP OVER COMPACTED SOIL WITH A ROW OF STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF TM RECP THE EDGES OF RECP'S MUST BE OVERLAPPED A MINIMUM OF I
2 COIR MATTING STREAM BANK DETAIL
IZ NOT TO SCALE
COIR FABRIC TO BE
PLACED 15 TIMES
BANKFULL BENCH
HEIGHT ABOVE BANK
1 SOUARE METER MINIMUM
1 NM1.fR1..T141lyNRlh /LatS)n.l)U1CIA,)� _
DETAIL G
L 1 M, i M. 1-1 ,,� k -'� I., i I.'L'I' .,. I — BANKFULL BENCH WIDTH
(I— i DETAIL SHEET Cl2 0
PTW4PT4F.10
1
PMW�
1 AF
� 2s slaE
S WIDTH I BAIKFLLL BBICN RIM
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WIDTH -�{
I'
ELETION I�BID ELEVATION
EXISTING GROUND
(r'L'7
FILTER FABRIC
HEADER LOG
1
E"7P ..�Tr►7
FOOTER LAG
C'7
SECTION A-A
I SILL LOGS SHALL HAVE A MINIMUM TRUNK DIAMETER OF W.
2 LOG SILL SWILL BE CONSTRICTED TIITN AT LEAST ONE FOOTER
LOG AND ONE HEADER LOG
3 ANGLE OF LOGS IN CHANNEL SHALL BE 20 TO 30 DEGREES FROM
PERPENDICULAR TO THE CHANNEL
4 NAIL FILTER FABRIC ON TOP OF FOOTER LOG USING 3' IOD GALVANIZED
COMMON NAIL ON 2' SPACING ALONG THE LOG
5 PLACE HEADER LOG SLIGHTLY FORWARD ON TOP OF THE FOOTER LOG
ALLOWING FOR OVERHANG
LOG SILL DETAIL
12
SIDESLOPE a MAIL
SAN FU L BENCH WIDTH
HL nI x
a
BEEF POOL SIDE SLOPE
K SIOESLOPE 2:1 MAIL
—BAN Ft L BENCH WID
TIWLWEG OF CHANNEL
SECTION 8-0
6 LENGTH OF THE LOGS SHALL BE A MINIMUM OF 6' BEYOND BANKFULL
7 PLATE THE UPSTREAM SIDE OF THE LOGS WITH FILTER FABRIC AND SELECT MATERIAL
8 FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS
FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER
TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE
LENGTH OF THE STRUCTURE
1 2% SLOPE
6TH SAN FU L GEN 4 WIDT
UPSTREAM FABRIC STAKES THROUGH BOTH FABRIC LAYERS
OVERLAPS DOWNSTREAM
FABRIC F (SEE OVERLAP L� SEE KEY TRENCH DETAIL
DETAIL) 30, I
STAKES THROUGH I -Tii
BOTTOM FABRIC LAYER I 1' MIN
—T,
_ 50 TRAt6M1WN
DOWNSTREAM FABRIC �E IL
!B� TWHPUN DETA
—) �--- UPSTREAM FABRIC
R M VIEW
KEY TRENCH WITH TOPSOIL AND COMPACT
f* PAN
EDGE OF FABRIC /' I SANKFU L x/01
4- INCHES MIN FROM
WOODEN STAKE
STAKE FABRIC TO BOTTOM J
OF TRANSITION TRENCH, KEY TRBOI DETAIL WR
I STAKE PER 3 L F
WOODEN STAKE EDGE OF FABRC
4- INCHES IN
FROM
WOODEN STAKE
Fly=
ALL FABRIC FORKS WILL BE CAPPED W AN
NPSTTEAM TO OOaISTRE M DIDiLTIOI
TOl M: WAIN STAKES ON 3' CENTERS. TYP
lt�ryr� I
FLOW TOE OF SIDE
PLAN VIEW FO DI NG FABRIC At BENDS
�N �! � VAC OVERLAPS
�� FABRIC FABRIC I'
LAYER NAPS OY62 TOP �it LAYER DOWNSTREAM FABRIC
STAKE THROUGH LAPS UNDER
BOTTOM FABRIC LAYER STAKE THROUGH
BOTH FABRIC LAYERS
FABRIC OVERLAP SECTION A
FILL REY TRENCH WITH TOP:
I MIN
Wl* 1' MIN
TRN9T90N TRENCH DETAIL
OIL AND COMPACT
FLOW -t— 1
OVERLAP SECTION B IB' MIN)
TV
TYPICAL STAKE DETAIL
GENERAL NOTES
I THE BOTTOM PORTION (FROM THE WATER'S EDGE TO AN ELEVATION THAT R 15 TMM THE HEIGHT OF THE SANKFUIL BENCH FROM THE THALWEG) EROSION CONTROL BLANKET SHALL BE 600 G /M'2 WOVEN COIR FABRIC
DISTURBED AREAS ABOVE 1 5 TIMES THE BANKFULL HEIGHT SHALL BE HYDROSEEDED (OR EQUIVALENT APPROVED BY ENGINEER) AND IF SLOPES ARE GREATER THAN 3 I. BIODEGRADABLE SLOPE MATTING SMALL BE INSTALLED
PER DETAIL CII 0
2 PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECD), INCLUDING AMY NECESSARY AMICATION OF LIE. FERTILIZER AND SEED
3 BEGIN AT TOP OF THE SLOPE BY ANCHORING RECP'S IN A I' DEEP BY 6' WIDE TRENCH WITH APPROXIMATELY 12' EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH ANCHOR THE RECP WITH A ROW OF STARES
APPROXIMATELY 3' APART IN BOTTOM OF THE TRENCH BACKFILL AND COMPACT THE TRENCH AMY SEED TO COMPACTED BOIL AND FOLD REMAINING 12' PORTION OF RECP BACK OVER SEED AND COMPACTED SOIL SECURE
RECP OVER COMPACTED SOIL WITH A ROW OF STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF TM RECP THE EDGES OF RECP'S MUST BE OVERLAPPED A MINIMUM OF I
2 COIR MATTING STREAM BANK DETAIL
IZ NOT TO SCALE
COIR FABRIC TO BE
PLACED 15 TIMES
BANKFULL BENCH
HEIGHT ABOVE BANK
1 SOUARE METER MINIMUM
1 NM1.fR1..T141lyNRlh /LatS)n.l)U1CIA,)� _
DETAIL G
L 1 M, i M. 1-1 ,,� k -'� I., i I.'L'I' .,. I — BANKFULL BENCH WIDTH
(I— i DETAIL SHEET Cl2 0
PTW4PT4F.10
1
PMW�
1 AF
� 2s slaE
S WIDTH I BAIKFLLL BBICN RIM
`CHANffl SIDESLOPE tl NOTES
RIFFLE I MAXIMUM POOL DEEEP{TNNIiSSHALLLT$AOCCUR ON2g THE
yp�NLOUTSIDE OF A
L STA ON Nb0 TO 12K0 AEA0 TO PAK6 91ALL
TYPICALL RIFFLE AND POOL CROSS SECTION
NOT TO SCALE
BANKFULL BENCH SLOPE
� POOL LENGTH � RIFFLE LONGITUDINAL LENGTH
RIFFLE SLOPE
P00. IDOL SLOPE
l
—
EOM
BL*i7
I'
WT —
10 LIVE MATTRESSES CONSTRUCTED WILL BE HARVESTED FROM THE TIPS 0 SPECIFIED TREE SPECIES BRANCHES THAT ARE LESS THAN TWO YEARS OLD AND SHOULD BE FIVE TO EIGHT
(r'L'7
BRii7
BT1
1
E"7P ..�Tr►7
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D
MAXIMUM POOL DEPTH
jHRIFFLESHAALLIBEGIN AT THE END OF THE PRECEDING POOL AND
oom
TYPICALL RIFFLE AND POOL PROFILE
CONTINUE TO THE BEGINNING OF THE NEXT POOL DOWNSTREAM
4 POOLS LOCATED IN STREAM BENDS SHALL START AND STOP AT
BEND
�Ea7E"7E7ETN
3
THE POINT OF CURVATURE OF THE DESIGNED
sT_•iIIFio©
l=
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E7
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`CHANffl SIDESLOPE tl NOTES
RIFFLE I MAXIMUM POOL DEEEP{TNNIiSSHALLLT$AOCCUR ON2g THE
yp�NLOUTSIDE OF A
L STA ON Nb0 TO 12K0 AEA0 TO PAK6 91ALL
TYPICALL RIFFLE AND POOL CROSS SECTION
NOT TO SCALE
BANKFULL BENCH SLOPE
� POOL LENGTH � RIFFLE LONGITUDINAL LENGTH
RIFFLE SLOPE
P00. IDOL SLOPE
l
—
EOM
BL*i7
I'
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10 LIVE MATTRESSES CONSTRUCTED WILL BE HARVESTED FROM THE TIPS 0 SPECIFIED TREE SPECIES BRANCHES THAT ARE LESS THAN TWO YEARS OLD AND SHOULD BE FIVE TO EIGHT
C
L60T �Ot
L79Bf
FIG`
SAN(FIA L BENCH I00wfff
1
E"7P ..�Tr►7
�
C'7
C'70
SHALLOW POOL DEPTH
CHANNEL BOTTOM FOLLOWM THE CHANNEL SLOPE
2 RIFFLE AND POOL LENGTH LOCATION VARIES. REFER TO PLAN
WRAPPED LIFT
11 EACH COIR WRAPPED LIFT WILL BE SET BACK TOWARD THE NEAR STREAMBANK SUCH THAT AN APPROXIMATE 2H 3V SLOPE IS ACHIEVED ON THE STREAM SIDE OF THE LIFT
MAXIMUM POOL DEPTH
jHRIFFLESHAALLIBEGIN AT THE END OF THE PRECEDING POOL AND
12 THE TOP OF THE GEOLIF75 WILL BE CONSTRUCTED TO BANKFULL ELEVATION
13 GEOLIFTS WILL BLEND INTO THE STREAMBANK OR BANKFULL BENCH ON THE UPSTREAM AND DOWNSTREAM END AND SHOULD RESEMBLE THIS DIAGRAM
TYPICALL RIFFLE AND POOL PROFILE
CONTINUE TO THE BEGINNING OF THE NEXT POOL DOWNSTREAM
4 POOLS LOCATED IN STREAM BENDS SHALL START AND STOP AT
BEND
�Ea7E"7E7ETN
3
THE POINT OF CURVATURE OF THE DESIGNED
l=
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71
ESE
ET
ESE
m
EXISTING THALWEG
FILL MATERIAL TO BE
USED IN GEO -LIFT
-
FILL SOIL FOUND _ I �_ ! i -
ON -SITE COMPACTED _ BAPRF121 BBRNp
LIFT HEIGHT EGUALS I I I I DETAIL 9DET
BAN LI T BENCH HEIGHT — /
INSTALL LIVE BRUSH—
MATERIAL AS SPECIFIED
IN PLANTING PLAN
fill 111 11111 1
BURY LOG BASE A MINILIMUM
OF 2 FEET INTO THE
STREAMBANK AND
CHANNEL BOTTOM
M AN VIEW
MATERIALS
I CONSTRUCT IN AREAS SPECIFIED IN RAN SHEET AND PROFILE SHEETS
3 600 GRAM PER SODU� METETO INIIMMU COCONUT COIR FABRICELEVATION IL USED AS THE FABRIC MATERIAL
FOR
E
1111 - -
I'
F
10 LIVE MATTRESSES CONSTRUCTED WILL BE HARVESTED FROM THE TIPS 0 SPECIFIED TREE SPECIES BRANCHES THAT ARE LESS THAN TWO YEARS OLD AND SHOULD BE FIVE TO EIGHT
C
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FIG`
SAN(FIA L BENCH I00wfff
DETAIL
THALWEG
EDGE OF
L
EDGE OF POOL
I
PERPENDICULAR 10 STREAM FLOW FROM AN UPSTREAM TO DOWNSTREAM DIRECTION. OVER AN AREA THAT CAN Be COMPLETED AND STABILIZED DURING THAT WORKING
BE ROLLED OUT LENGTHWISE, PERPENDICLAR TO STREAM FLOW. SUCH THAT IT E %TENDS FROM 213 THE WIDTH OF THE GEOLIFT WIDTH, MEASURED FROM THE NEAR
ITO THE CHANNEL DOWNSTREAM SECTIONS OF COIR WILL OVER UPSTREAM SECTIONS WHEN INITIALLY LAID OUT
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L BE CAREFULLY PLACED IN THE LIFTS AND COMPACTED WITH THE BUCKET OF THE EXCAVATOR OVER THE AREA UNTIL A THICKNESS OF APPROXIMATELY BANKFIAL
MULCHED WITH STRAW
WRAPPED, AND STAKED IN PLACE USING APPROPRIATE STAKES, STARTING
NC FIRM LICE ,C -2185
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FIG`
SAN(FIA L BENCH I00wfff
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NOTES-. TWO/AL LENGTH 6 THE LlENG7N R THE FEATURE ALONG
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SHALLOW POOL DEPTH
CHANNEL BOTTOM FOLLOWM THE CHANNEL SLOPE
2 RIFFLE AND POOL LENGTH LOCATION VARIES. REFER TO PLAN
WRAPPED LIFT
11 EACH COIR WRAPPED LIFT WILL BE SET BACK TOWARD THE NEAR STREAMBANK SUCH THAT AN APPROXIMATE 2H 3V SLOPE IS ACHIEVED ON THE STREAM SIDE OF THE LIFT
MAXIMUM POOL DEPTH
jHRIFFLESHAALLIBEGIN AT THE END OF THE PRECEDING POOL AND
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3
THE POINT OF CURVATURE OF THE DESIGNED
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12
NoTTOSCALE
I T NOT TO SCALE
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BOUNDARY
MOUNEI TAIN SLOPE
_
MOUNTAIN SLOPE ZONE PLANTING
PLANT SPACING OFT
BARE ROOT SPECIES LIST
TYPICAL CROSS SECTION
SEE DETAIL C12 0
FLOODMAIN ZONE PLANTING
PLANT SPACING. 6 FT
BARE ROOT SPECIES LIST
LIVE STAKES
COIR MATTM
STREAM BANK ZONE PLANTING
PLANT SPACING 3 FT
LIVE STAKE SPECIES LIST
COMMON NAME
SCIE IFIC NAME
IEZ'SRON
% COMPOSITION COMMON NAME SCIEN IFIC NAME
% COMPOSITION
COMMON NAME SCIENTIFIC NAME %COMPOSITION
TULIP POPLAR
IR TULIPIFERA)
20
RIVERBIRCH BETUI .IRA
20
ELDERBERRY (SAMBUCUS CANADENSW 33
AMERICAN SYCAMORE
(PLATANUS OCCIDENTAUS)
20
GREEN ASH (FRAXINUS PENNSYLVANICA)
20
SLKY DOGWOOD (CORNUS AMOMUM) 33
YELLOW BIRCH
(BETULA LUTEA)
20
SWAMP CHESTNUT OAK (OUERCUS MICHAUXIU
20
NINEBARK (PHYSOCARPOS OPLLIFOLIUS) 33
SUGAR MAPLE
(ACER FLORIDANLM)
20
AMERICAN ELM (ULMUS AMERICANA)
20
BITTERNUT HICKORY
(CARYA CORDIFORMIS)
10
IRONWOOD (CARPINUS CAROLINIANA)
20
NOTE
AMERICAN HOLLY
(ILEX OPACA)
10
ATTACHING OF NAILS, ROPES CABLES, SIGNS OR FENCING TO ANY PRESERVED TREE
5) TREES AND SHRUBS CLOSELY GROUPED MAY BE ENCLOSED IN A SINGLE ENLARGED BARRICADE
PERMANENT SEEDING SHALL BE APPLIED PRIOR TO COIR
NOTE
5) PROTECTIVE FENCING SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE
MATTING INSTALITION SEE SEEDING SCHEDULE CIO 0
NOTE
PERMANENT SEEDING SHALL BE APPLIED IMMEDIATELY FOLLOWING
TEMPORARY SEEDING
SHALL BE APPLIED IMMEDIATELY FOLLOWING
LAND DISTURBANCE ACTIVITY SEE SEEDING SCHEDULE CIO 0
LAND DISTURBANCE ACTIVITY SEE SEEDING SCHEDULE CIO 0
4 TREE PROTECTION
-I I
VEGETATION PLANTING DETAIL
13
PROFILE VIEW
CLASS B RIP RAP
SUPPORT LOG 12'
DIA. MIN
NOTES
I CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW
2 MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS DO NOT EXCAVATE CHANNEL BOTTOM
3 INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW
4 MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL
5 STABILIZE AN ACCESS RAMP OF CLASS B RIP RAP TO EDGE OF THE MUD MAT
6 CONTRACTOR SHALL DETERMINE AN APPRORPRIATE RAMP ANGLE ACCORDING TO EOUIPEMENT UTILIZED
3 TEMPORARY STREAM CROSSING - MUD MAT DETAIL
13
5
13
FLOW
ElUSTONG OR PROPSED
a• �N CHANNEL GRACE
�LEINGTGN� FL0FLOW ��
1
SECTION A
10' MIN.
21
A
CHANNEL BOTTOM NON -WOVEN 7
WIDTH GEOTE %TILE
NOTES
I FORD CROSSING SMALL FUNCTION LIKE A CONSTRUCTED RIFFLE
2 INVERT OF CROSSING SHALL BE LEVEL WITH THE STREAMBED
3 ENTRANCE AND EXITS TO THE CROSSING SHALL BE 41 (H V) OR FLATTER
4 THE STREAM BED SHOULD BE EXCAVATED SO THAT THE FINISHED SURFACE OF THE CROSSING IS NO HIGHER THAN THE STREAM BED UPSTREAM AND DOWNSTREAM OF THE CROSSING
5 THE GEOTEXTILE FABRIC IS PLACED ON THE EXCAVATED SURFACE PRIOR TO PLACING ROCK
6 CROSSINGS USED BY CATTLE MAY NEED A 2-4 INCH HOOF CONTACT ZONE OF CRUSHER RUN
7 EACH SIDE OF THE CROSSING SHOLLO BE FENCED TO RESTRICT CATTLE ACCESS TO THE STREAM WHEN CROSSING
2 FORD STREAM CROSSING
13
METAL TEE POST (TYP )
4* ORANGE POLYETHYLENE
LAMINAR SAFETY FENCING
MAX SPACING
COIR MATTING
w1th O
SWALE DETAIL
E-71-i
mmommmmmmr 173 f1m mossommom NNIM NINE �II•7i1371111F0711111�II7
aa��
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7 7 ms.
FOR
E
FILM COW MATTING
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I1=TFit
T
C
NOTES
U INSTALL PROTECTIVE FENCING BEFORE CONSTRUCTION OR ANY 517E ACTIVITY BEGINS.
S ,!'PTV
PRE
2) FENCE SMALL BE PLACED THE CRITICAL ROOT THE TREE PRESERVED
71E N TO GRADED GROIND
AR U
S) THE CRITICAL ROOT ZONE SHALL BE DETERMINED BY EXTENDING A CIRCLE AROUND THE TREE WITH HONE -FOOT RADIUS FOR
SHALL EXTENDING IN
AS DEPICTED PLANS
1100
EVERY INCH OF TREE CALIPER MEASURED AT BREAST HEIGHT OR TO THE DRIPLINE OF THE TREE CANOPY, WHICHEVER IS GREATER
4) NO DISTURBANCE IS PERMITTED WITHIN THE TREE PROTECTION AREA INCLUDING BUT NOT LIMITED 70 GRADING FILLING, PARKING,
14TTDIG pp C01R NIATT/W
DRIVING OR MANEUVERING OF EQUIPMENT. STORAGE OF MATERIALS OR DEBRIS, DISPOSAL OF WASTES OR CONCRETE WASHOUTS. AND
E�IIDaTHE PLNNS.
ATTACHING OF NAILS, ROPES CABLES, SIGNS OR FENCING TO ANY PRESERVED TREE
5) TREES AND SHRUBS CLOSELY GROUPED MAY BE ENCLOSED IN A SINGLE ENLARGED BARRICADE
0
5) PROTECTIVE FENCING SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE
III
T®
aAw ELL
WIDTA
—
4 TREE PROTECTION
-I I
MIN DEPTH
I
13 NOT TO SCALE
—I 11
PL
1
SCALE PLAN VIEW
\ t__SL a
J
PIV
Pupow
PLAN V"
COIR MATTING
w1th O
SWALE DETAIL
E-71-i
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aa��
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7 7 ms.
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