20130514 Ver 1_401 Application_20130513

Oe.OF W A T.9
O r
20130514
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:
❑x Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number.
1 c. Has the NWP or GP number been verified by the Corps?
Q Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ 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 Q 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 Q No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑Yes Q 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:
Ledbetter Road Parcel
2b. County:
Jackson
2c. Nearest municipality / town:
Cullowhee
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Tinsel Town, Inc.
3b. Deed Book and Page No.
1978/622 /
3c. Responsible Party (for LLC if
applicable):
Wayne Smith
51 Bridge Street
3d. Street address:
3e. City, state, zip.
Sylva, NC 28779
3f. Telephone no.:
[phone]
3g. Fax no.:
(828) 631 -9227
3h. Email address:
jackofsylva @aol.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Owner
4b. Name:
Wayne Smith
4c. Business name
(if applicable):
Tinsel Town, Inc.
4d. Street address:
51 Bridge Street
4e. City, state, zip:
Sylva, NC 28779
4f. Telephone no.:
[phone]
4g. Fax no.:
(828) 631 -9227
4h. Email address:
jackofsylva @aol.com
S. Agent(Consultant Information (if applicable)
5a. Name:
Wanda H. Austin, PE
5b. Business name
(if applicable):
5c. Street address:
45 Homespun Road
5d. City, state, zip:
Sylva, NC 28779
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
wanda.ausbn72 @yahoo.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
7559 -49 -9582
1b. Site coordinates (in decimal degrees):
Latitude: 35.3222 Longitude: -83.1758
1c. Property size:
27.78 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Tuckasegee River
2b. Water Quality Classification of nearest receiving water:
B, Tr
2c. River basin:
Little Tennessee
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:
Land is mixed grass and wooded areas The land use is multi - family and single - family residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
Relocate the property access from University Heights to Ledbetter Road.
3e. Describe the overall project in detail, including the type of equipment to be used:
see attached sheet.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro ect (including all prior phases) in the past?
❑ Yes ❑ No Q 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):
Agency /Consultant Company:
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes 0 No ❑ Unknown
5b. If yes, explain in detail according to "help file* instructions.
6. 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

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands 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.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
YestNo
WS -
Choose one
Choose one
Yes/No
2g. Total
Wetland Impacts:
2h. Comments:
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.
Stream impact
number
Permanent (P) or
Temporary (" f)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT 1
PER
Corps
3
50
S2 P
Culvert
UT 2
PER
Corps
2
40
S3 T
Culvert
UT 1
PER
Corps
3
-43
S4 T
Culvert
UT1
PER
Corps
3
-59
S5 -
Choose one
Se -
Choose one
3h. Total stream and tributary
Impacts
-12
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
so,
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
Sf. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
Si. 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
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
6f.
Zone 1
6g.
Zone 2
number —
Permanent (P) or
mitigation
impact
impact
Temporary
required?
(square
(square
feet )
feet
B1 -
Yes/No
B2
Yes/No
B3 -
Yes/No
B4
Yes/No
as -
Yes/NO
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
rage 0 or 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attached Sheet
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The equipment will be staged above the stream from the existing roadbed and will not be directly in the stream. The seeding will be completed
manually. Also temporary diversion will be constructed with the impervious dikes and the water routed around the construction site during the
removal and installation of the culverts.
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 Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Pro ram
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
M. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a perrnittee 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 ❑X 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
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
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?
1.6%
2b. Does this project require a Stormwater Management Plan?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The overall percent impervious is less than 24 %.
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 government's jurisdiction is this mject?
Jackson County
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached.
4. DWQ Stormwater Proaram Review
0Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
E] Session Law 2006 -246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
Yes
❑ ❑x No
attached .
S. 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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federaUstateAocal) funds or the
❑ Yes ❑X 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 Q 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 © 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.
Tinsel Town plans to market the property to developers of multi - family residential housing. Due to the proximity to the Tuckasegee and the
established development of adjoining properties, the impacts would be limited to the development of the immediate property only. The property is
land locked between the Tuckasegee and the roadways.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility.
No wastewater will be generated as part of the drive relocation. Construction wastewater will be contained in onsite portable facilities and removed
under those contracting agencies.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ 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?
US Fish & Wildlife website and regional office
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAH Habitat Conservation webpage
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 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?
NC Historic Preservation Office website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA webpage and Davenport Land Surveying has delineated the 100 year flood plain for Tinsel Town, Ina
WO-nda " Rush n
l a Ica ar,r 1A
6-9-)3
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

B. Project Information
3e. Describe the overall project in detail, including the type of equipment to be used.
The project consists of removing 102' of 24" CMP and relocating the crossing approximately 100'
downstream from the current crossing. The new crossing will cross two unnamed tributaries to the
Tuckasegee River. The new drive will be widened to accommodate two way traffic pattern and aligned
across from another existing driveway on Ledbetter Road. Excavators will be used to remove the
culverts and place the new culverts in the dry. Temporary impervious dikes will be used to divert the
water around the work sites to minimize sediment in the streams. The excavators as well as manual
labor will be used to slope the banks and backfill over the culverts. The area along the stream bank will
be seeded with a native grass seed and matted. The existing roadbed from the new connection to
University Heights Road will be removed /scarified using the excavator. The area will be seeded and
matted.
D. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the
project.
The driveway typical has been reduced to narrower shoulders and the minimum lane width for two way
traffic pattern. The stream crossings are at a 90 degree angle. This location was chosen because other
drive locations would conflict with the deeded sewer line easement and the other 3 adjacent parcels.
Access to the sewer line and the parcels must be maintained. Also, there is not a deeded access right of
way on the property owned by Devin Development to the east across the creek. The design does
include crossing two different bodies of water; however, the confluence of UT1 and UT2 is not directly
accessible from Ledbetter Road.

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID:
7559 -49 -9582
STREET ADDRESS:
_22 University Heights Road
Sylva NC 28779
Property Owner:
Tinsel Town, Inc.
Address:
51 Bridge Street Sylva NC 28779
Telephone:
(828) 269 -0253
The undersigned, registered property owner of the above noted property, do hereby
authorize
Wanda H. Austin
(Contractor /Agent)
of _Wanda H. Austin, PE Engineering Services
(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.
We hereby certify the above information submitted in this application is true and accurate
to the best of our knowledge.
Authorized Signature Authorized Signature
Date: Date:

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USDA
United States
�'-
Department of
Agriculture
o
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
,
Custom Soil Resource
Report for
Jackson County,
North Carolina
Tinsel Town, Inc.
C7
'
Jackson
NC
May 9, 2013

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http: / /soils.usda.gov /sgi/) and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center ( http:/ /offices.sc.egov.usda.govAocator /app?
agency =nres) or your NRCS State Soil Scientist (http: / /soils.usda.gov /contact/
state offices/).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means
E

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at (202) 720 -2600 (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250 -9410 or call (800) 795 -3272
(voice) or (202) 720 -6382 (TDD). USDA is an equal opportunity provider and
employer.
3

Contents
Preface...................................................................................... ..............................2
How Soil Surveys Are Made .................................................... ..............................5
SoilMap .................................................................................... ..............................7
SoilMap .................................................................................. ..............................8
Legend.................................................................................... ..............................9
MapUnit Legend ................................................................... .............................10
Map Unit Descriptions ........................................................... .............................10
Jackson County, North Carolina ........................................ .............................12
BkC2— Braddock clay loam, 8 to 15 percent slopes, eroded ......................12
BkD2— Braddocc day loam, 15 to 30 percent slopes, eroded ....................13
CrD-- Cowee -Evard -Urban land complex, 15 to 30 percent slopes ............
14
EvC— Evans -Cowee complex, 30 to 50 percent slopes .. .............................16
RoA— Rosman fine sandy loam, 0 to 2 percent slopes, occasionally
flooded..................................................................... .............................17
W—Water ....................................................................... .............................18
References............................................................................... .............................19
2

How Soil Survevs Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape. i
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil- vegetation4andscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the
5

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil-landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field- observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.
2

Soil Ma
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

b
in
m
35' 17 40" e
35' 19' 18"
1
Custom Soil Resource Report
Soil Map
N
c
m
35' 19'40"
v° Map Scale: 1:3,230 1 printed on A sae (8.5" x 11 ") sheet.
0
N 3Meters
0 30 60 120 180
N Feet
0 100 200 400 600
35° 19'18"

Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
1Z Very Stony Spot
Map Scale: 1:3,230 if printed on A size (8.5" x 1 V) sheet.
t�
Area of Interest (A01)
f Wet Spot
Sods
The soil surveys that comprise your A01 were mapped at 1 :12,000.
a Other
Soil Map Units
Special Point Features
Special Line Features
Warning: Soil Map may not be valid at this scale.
_ Gully
`.)
Blowout
Start Steep Slope
Enlargement of maps beyond the scale of ma
rg P Y Aping can cause
®
Borrow Pit
misunderstanding of the detail of mapping and accuracy of soil line
Clay Spa
Other
placement. The maps do not show the small areas of contrasting
Political Features
soils that could have been shown at a more detailed scale.
Gored Depression
C Cities
X
Gravel Pit
Water Features
Please rely on the bar scale on each map sheet for accurate map
.,
Gravely Spot
I ,. Streams and Canals
measurements.
®
Landfill
Transportation
Source of Map: Natural Resources Conservation Service
Lava Flow
+++ Rails
Web Soil Survey URL: hffp : / /websoitsurvey.nres.usda.gov
46
Marsh or swamp
+v Interstate Highways
Coordinate System: UTM Zone 17N NAD83
R
Mine or Quarry
ti US Routes
This product is generated from the USDA -MRCS certified data as of
p
Miscellaneous Water
Major Roads
the version date(s) listed below.
p
Perennial Water
Local Roads
Soil Survey Area: Jackson County, North Carolina
Survey Area Data: Version 8, Jul 6, 2012
v
Rock Outcrop
+
Saline Spot
Date(s) aerial images were photographed: 9/21/2006
Sandy Spot
The orthophoto or other base map on which the soil lines were
�.
Severely Eroded Spot
compiled and digitized probably differs from the background
p
Sinkhole
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
� l
Slide or Slip
Rt
Sodle Spot
!,
Spoil Area
Q
Stony Spa

Custom Soil Resource Report
Map Unit Legend
Jackson County, North Carolina (NC099)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
BkC2
Braddock day loam, 8 to 15 percent slopes, eroded
I 0.2
1 6.7
0.8%
22.5%
BkD2
I Braddock day loam, 15 to 30 percent slopes, eroded
CrD
Cowee -Evard -Urban land complex, 15 to 30 percent
slopes
5.4
14.0
18.1%
EvE
Evard - Cowee complex, 30 to 50 percent slopes
47.1%
RoA
^- -
Rosman fine sandy loam, 0 to 2 percent slopes,
occasionally flooded
2.1
7.1%
W
Water
1.3
4.4%
Totals for Area of Interest _
29.7
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the surrey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
10

Custom Soil Resource Report
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landfonns or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11
_._.. _ , A

Custom Soil Resource Report
Jackson County, North Carolina
BkC2— Braddock clay loam, 8 to 15 percent slopes, eroded
Map Unit Setting
Landscape: Valleys
Elevation: 1,360 to 2,140 feet
Mean annual precipitation: 48 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 116 to 170 days
Map Unit Composition
Braddock, moderately eroded, and similar soils. 80 percent
Minor components: 20 percent
Description of Braddock, Moderately Eroded
Setting
Landform: Stream terraces on river valleys
Landform position (two-dimensional): Toeslope
Landform position (three - dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Old alluvium
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class. Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in /hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Available water capacity. High (about 9.0 inches)
Interpretive groups
Farmland classification: Farmland of statewide importance
Land capability (nonirrigated): 3e
Hydrologic Soil Group: B
Typical profile
0 to 11 inches. Clay loam
11 to 57 inches: Clay
57 to 80 inches. Loam
Minor Components
Urban land
Percent of map unit: 8 percent
Udorthents
Percent of map unit. 6 percent
Down -slope shape: Linear, convex
Across -slope shape. Convex
12

Custom Soil Resource Report
Thurmont
Percent of map unit. 4 percent
Landform: Drainageways on stream terraces
Landform position (two - dimensional): Toeslope
Landform position (three- dimensional): Mountainbase, base slope
Down -slope shape: Concave
Across -slope shape: Linear
Dillard
Percent of map unit: 2 percent
Landform: Drainageways on stream terraces
Landfonn position (two - dimensional): Toeslope
Landform position (three - dimensional): Mountainbase, base slope
Down -slope shape: Concave
Across-slope shape: Linear
12102— Braddock clay loam, 15 to 30 percent slopes, eroded
Map Unit Setting
Landscape: Hills, mountains, river valleys
Elevation: 1,700 to 2,810 feet
Mean annual precipitation: 60 to 68 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period. 116 to 170 days
Map Unit Composition
Braddock, moderately eroded, and similar soils: 85 percent
Minor components. 15 percent
Description of Braddock, Moderately Eroded
Setting
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Old alluvium
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Available water capacity. High (about 9.0 inches)
13

Custom Soil Resource Report
Interpretive groups
Farmland classification: Farmland of local importance
Land capability (nonirrigated): 4e
Hydrologic Soil Group: B
Typical profile
0 to f 1 inches: Clay loam
11 to 57 inches: Clay
57 to 80 inches: Loam
Minor Components
Thurmont
Percent of map unit: 5 percent
Landform: Drainageways, coves
Landform position (two - dimensional): Toeslope
Landform position (three - dimensional): Mountainbase, base slope
Down -slope shape: Concave
Across -slope shape: Linear
Urban land
Percent of map unit: 5 percent
Udorthents
Percent of map unit: 5 percent
Down -slope shape: Linear, convex
Across -slope shape: Convex
CrD— Cowee -Evard -Urban land complex, 15 to 30 percent slopes
Map Unit Setting
Landscape: Hills, mountains
Elevation: 1,400 to 4,000 feet
Mean annual precipitation: 40 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 130 to 180 days
Map Unit Composition
Cowee and similar soils: 40 percent
Evard and similar soils: 25 percent
Urban land: 20 percent
Description of Cowee
Setting
Landform: Mountain slopes, ridges
Landform position (two - dimensional): Summit, backslope
Landform position (three - dimensional): Upper third of mountainflank, side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material. • Residuum weathered from igneous and metamorphic rock
14

Custom Soil Resource Report
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Drainage class: Well drained Very low to high (0.00 to
Capacity of the most limiting layer to transmit water (Ksat): rY
1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
(about 5.8 inches)
Available water capacity:
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 4e
Hydrologic Soil Group: B
Typical profile
0 to 10 inches: Sandy loam
10 to 38 inches: Clay loam
38 to 80 inches: Weathered bedrock
Description of Evart
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Sum e'�d f mountainflank, side slope
Landform position (three - dimensional): Upper
Down -slope shape: Convex
Across4ope shape: Linear
Parent material. Residuum weathered from igneous and metamorphic rock
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
Drainaoe class. Well drained
Capacity of the most limiting layer to transmit water (Ksaq. moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about s.3 incnes)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 4e
Hydrologic Soil Group: B
Typical profile
0 to 5 inches: Clay loam
5 to 29 inches: Sandy day loam
29 to 37 inches. Sandy loam
37 to 80 inches. Sandy loam
Description of Urban Land
Interpretive groups
Farmland classification. Not prime farmland
15

Custom Soil Resource Report
Land capability (nonirrigated): 8
EvE— Evard -Cowee complex, 30 to 50 percent slopes
Map Unit Setting
Landscape: Hills, mountains
Elevation: 1,720 to 4,480 feet
Mean annual precipitation: 50 to 62 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period. 124 to 176 days
Map Unit Composition
Evard, stony, and similar soils. 55 percent
Cowee, stony, and similar soils: 35 percent
Description of Evard, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two- dimensional): Backslope, summit
Landform position (three - dimensional): Side slope
Down-slope shape: Convex
Acnm -slope shape: Linear
Parent material: Residuum weathered from homblende gneiss and /or amphibolite
that is affected by soil creep in the upper solum
Properties and qualities
Slope: 30 to 50 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding. None
Available water capacity: Moderate (about 8.2 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 6e
Hydrologic Soil Group: B
Typical profile
0 to 5 inches: Gravelly loam
5 to 29 inches. Sandy clay loam
29 to 37 inches. Sandy loam
37 to 80 inches. Sandy loam
16

Custom Soil Resource Report
Description of Cowee, Stony
Setting
Landform: Mountain slopes, ridges
Landform position (two - dimensional): Backslope, summit
Landform position (three - dimensional): Side slope
Down -slope shape: Convex
Across -slope shape: Linear
Parent material. Residuum weathered from homblende gneiss and/or amphibolite
that is affected by soil creep in the upper solum
Properties and qualities
Slope: 30 to 50 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Kset): Very low to high (0.00 to
1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding. None
Frequency of ponding: None
Available water capacity: Low (about 3.9 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (noninigated): 6e
Hydrologic Soil Group: B
Typical profile
0 to 5 inches. Gravelly loam
5 to 27 inches: Gravelly sandy clay loam
27 to 80 inches: Weathered bedrock
RoA— Rosman fine sandy loam, 0 to 2 percent slopes, occasionally
flooded
Map Unit Setting
Landscape: Valleys
Elevation. 1,200 to 2,000 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Map Unit Composition
Rosman, frequently flooded, and similar soils. 90 percent
Minor components. 5 percent
Description of Rosman, Frequently Flooded
Setting
Landform: Flood plains
17

Custom Soil Resource Report
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class. Well drained
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in /hr)
Depth to water table: About 42 to 60 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water capacity. Moderate (about 8.5 inches)
Interpretive groups
Farmland classification: All areas are prime farmland
Land capability (nonirrigated): 6w
Hydrologic Soil Group: A
Typical profile
0 to 16 inches: Fine sandy loam
16 to 80 inches: Loam
Minor Components
Hemphill, undrained
Percent of map unit. 5 percent
Landform: Depressions on stream terraces
Down -slope shape: Concave
Across-slope shape: Concave
W —Water
Map Unit Composition
Water. 100 percent
Description of Water
Setting
Parent material: Water
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 8w
18

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487 -00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS /OBS- 79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http: / /soils.usda.gov/
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http: / /soils.usda.gov/
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http: / /soils.usda.gov/
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y -87 -1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http: / /soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http:/AwAv.glti.nres.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http: / /soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://soils.usda.gov/
19

Custom Soil Resource Report
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
20

lk
,r Tinsel Town, Inc.
This map is prepared for inventory of real property within Jackson County. It is compiled from recorded deeds, plats, and public data records.
Users of this map are hereby notified that the aforementioned public information sources should be consulted for, verification. Jackson County or
any County representative assumes no legal responsibility for the contents of this map. Printed: May 09, 2013

(Page 1 of 1)
2q @,� ��5
BOUNDARY
LINE
BEARING
DISTANCE
Ll
N 83*25'17- W
- 39,60
L2
N 7826'09" W
39.96
L3
N 7429'19" W
36.13
L4
N- 71'16*06' W
45.73
L5
N 6915'50" -W-53.12
- 35.55
L6.
IN 71*17'56" W
30.801
L7
N 76'00'26- W.
28.42
L8
S 08*31'21" W
49.01
L9
S 1r01'24";--W-20.68
29.84
LID
S 18*41'46" W
17.89
U-1-§
-29-4916- W
23.75
L12
S 42°08;2-2"W
2171
L13
IS 50'2346" W
28.801
L14
IS 53*3252 - W
33,021
L15
Is 50*11,07, W
30.09
Lid
IS 43-35-55" W
34.68
L17
IS 3841'36" T
32.51
L18
S 07*26'04" W
--12-0.34
L19
S 71 °58 56" W
9.35
LZO
S 86*0927- W
-9
39.22
10-
-88-49'58' V
42.14
L22
N 8943'18" W
92,31
L23
S 86'1041" W
37.54
L24
IS 73*34'57" W
25.8�
L25
S 80'23'18'ii-W-
-26.33
L26
S 41,5020" W
5.58
L27
N 43*03'39" W.
26.52
L28
S 22°4I'39;7-W-
-89.91
L29
S 23°4621" W
67.49
L30
S 32*20'16" W
93,02
1,31
S 31'02'08' W
87,04
L32
S 27'44'31 " W
82.74
L33
N 71-25'54 � -W
218.2 7
L34.
S 27-473:7 -W
43.33
L35
09-41'40' E
22.91
L36
S 15°16'27" E
28.25
L37
S -20-04'I1 " R
37.90
L38
S 22°35'45" E
47.60
L39
S 26*48,26" E
34.74
L40
S 34'01'07- k--1&62
L41
-N
S 42°51'47"-E
17.14
!Z
53 '34-36- W
26­991
L43
N 66*17'37" W
- 22.521
L44
IN Still
4
27.14
L45 JS
85'38'32" W
28.311
1,46
IS 76*19!31 " W
29.491
L47
S 73*2336" W
47.86
l48­§
-Y
-77-32*00" W.
32.99
U9
-883927" W
30.33
L50
N 82*3221" W
29.07
L51
N'71 °15'18" V
29.98
L52
N 62 °31'01" W
39.95
L53
N 59*10'41" W
41.52
L54
IN 62 °27 25" W
4
3 99 6
L55
_
N 68'43'52" W
3j�
.80
L56
N 75*15'14" W
38.82
L57
N 75*21'38" W
31.51
L58
W _70-34'55" V
-29,195
L59
N 53*48'43" W
26.33
L60
S 32°2340" R
27.54
L81
S 12°21'09" F-
-25.11
L62
IS 03*47'02" W
26.23
L63
S 19*11,181, W
29.941
L64
S 29*44'06" W
31.83
L65
S 33'52'04" W
40.02
U6 ­9
-34-13'31 ` W
-61.63
L67
S 32°4743' W
36.61
L68
S 2816'07 -W-35.64
L69
S 19*04'24' W
32.22
L70
S 07*08'10" W
31.22
1,7-1
T 06-57-019' E
30.49
L72
S 21*08'57" E
30,29
T7-S'Y
-34-I222" E
29,80
L74
S 46*2456" E
29.10
L75
N 56*12'56" W
37.14
L76
N 59'07'22" W
37.67
L77
N 53*44'17" W
31.55
L78
3 42°18'55" ' I- -E-
-31.181
f7-9"§--28'0V00'
E
31.80
LBO
S 13*11'29' E
32.13
Ml
01 °33'34" E
33.14
L8-2
Y -06-57'34" W
36.72
18-3T-I2'48'28-
W
35.34
L84
S 19'2737" W
35.60
L85
S 275831" W
36:49,
L86
­F
S 35*20'04" W
37.89
M7
-36-56'00' W
26.47
L88
S 31'47'16" W
29.26
L89
S 13*3425" W
26.29
L90
S 09'0421" E
24.46
L91
S 372421" E
26.93
T9-2
S 4Z-56'01' W
98.49
L93
S 59*55'66"W-
92.38
L94
S 66*20'24" W
397.56
L96 IN
72'07'60" W
286.46
L96 IS
23'5433" W
116.76
L97 IS
07-26'41 " W
139.01
L98
S 05'59'10ii-'-E
129,51
L99
S 09'16'()4" -E
-175.15
Li 00
S 17'53'09" E
84.27
LIM
S 15 °01'58" E
117.86
M02
S -17100,19" E
95.59
L103
S 2e05'40' E
264.5
L104
T-26-09'10" F
102.7
Lf 05
S 28*2247" E
88.96
L106
S 34*20'06" E
95.54
U07
'§ -37'2336- E
107.64
L108
S 30°00'32" R
98.84
L109
S 34°0846- E
144.90
L110-
S 62°04'00 " - -W -..
10.241
1'
S 62*04'00" W
797,331
L11-21S
62'04'00- W
DEED NORTH
I, JAMES R. DAVENPORT, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM . AN ArTUAL SURVEY MADE UNDER D.B. 1865, PG. 381
MY SUPERVISION (DEED DESCRIPTION RECORDED IN, BOOK 1865 PAGE Sol '=-IAT THE BOUNDARIES NOT
0
-SURVEYED ARE CLEARLY INDICATED-AS DRAWN FROM DMRMA77ON FOUND IN BOOK PAGE - THAT
THE RATIO OF PRECISION AS CAL SEAL,
CALCULATED IS 1: � 10.000+ ; THAT THIS PLAT WAS PREPARED IN AC;'u*RDI WITH. GS 47-30 As
WITNESS MY 0 NATURE,
AUE L-1462
REGISTRATION No., AND SEAL THIS 26 DAY OF DECEMBER AD 20 12
7 SSIONAL LAND SURVEYOR RECISTPAVION NUMBER L-1462, A
FE
­12 1
STATE OF NO TH CAROLINA
OF
CO OF
el- COUNTY, CERTrry
I REVIEW OFFICER OF THAT THE MAI? OR
CERTIFICATION TJ�N
/
;L�AT TO WHICH CERTIFICATION MEETS ALL STA?dORY REQUIREMENTS FOR RECORD70G.
REVIEW OFFICER L DATE THREE MOOSE PROPERTIES, INC.
T NC LLCj
STATE OF NORTH CAROLINA;- COUNTY OF 1865-381 1844-572
Me Pik., J048 BY
THE FOREGOING CERTIFICATES OF JAMES R. DAVENPORT, PROFESSIONAL LAND SURVEYOR, AND REF. 461-471 , . I= I=
REVIEW OFFICER, ARE CERTI TO BE CORR'F( .5inUS INSTRUMENT' WAS PRESEN ON AND RECORDED INJ� PP, S 47jis,01" W
',"ZO olmo
.TED FqR REGISTRA:.M
,e
W _ THIS �t DAY OF -AAAA1^­ AT 2 20 42.41
0 E IN PLAT C , SLIDE - I LEGEND
Ei=
PEG In OF DEEDS B'S - IRON .PIN SET
-45, S 11*47'34" W TIE TO R/W MON
37,48 IPF -IRON PIN FOUND
ALE51
1 XANDER
NIP -NEW IRON PIPE
-837
9
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....... EIP - EXISTING IRON PIPE
WIKE-
ca
mGwr =dam:
485�322 482-51 S 44D'48'02" W CMS - CONCRM MONUMENT SET
t 31.87 TIE CMF TO PP
CMF - CONCRETE MONUMENT FOUND
JOE
4 co PP -POWER POLE
HAMILIUN ; 1;
Cc SP - SERVICE POLE •ss 7
it PT - POINT
.........
0
ON Co\3
F/W RIGHT-OF-WAY
PP X-X -X-- FENCE
try OSER OSER
CREEK OR SMALL, BRANCH
510-673 468-172.
TOP OF RIDGE-
-'-MH (R21)
60 <­w N 07*44'16" V
GRAVEL ACCESS ROAD-60' R
LINE
BEARING
DISTANCE
R1
N 19'57 49" W
57.17
E2
N 39-47'38" W
25.09
R3
N 6510*58" W
25.35
R4
R -82-47'18" W
- 30.87
R5
586 � 44'54" -W
- 35.55
LG_
S 80-43-57- W
48.57
R7_
N 89 33'57" W
33.63
IRS
N 69*56'17" W
27.51
R9
IN 47'31'10' W
29.84
R10
IN 33'28'35" IN
34.34
R11
IN 20*41'30 W
3E57
R12
IN 01'48'54" E
36.92
R13
N 19'23'06" E
14.96
R14
N 2736'57" E
60.92
R15
N 22*46'59" E
53.-62
R16
N 1048'14 E
38.31
R'1-7W
00'30'58' E
33.10
R18
N 04-57-11- W
41.40
R79
R­0 �5919 W
-64.59
R20
W-66-75-335W
64.09
R21
07*44!16" W
R22
08'36'08 E
�
28.38
N 37'21'52° E
197.56
RAP HOLDINGS LLC
LVIIF
1813-333
MAP REP. J1456 BY N71i
TH11s FM
DISTANCE
�SSl -
S- 62'04'00" T
19.39
SS2
PT CIL ROAD (TYP)
OSER
BURBANK
Ali
513-721
1812-561
i
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(TW)- RT
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490-259
I iIVIF t IV
L221 C, I.
CAROLINE LEWIS
960-120
..
125.23
2.065 ACRES
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IOU-437x
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MOOSE PROP. I I
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76.61
24" RCP SEVER MAIN
LVIIF
WEARING ,
DISTANCE
�SSl -
S- 62'04'00" T
19.39
SS2
N 32°2526" W
158.53
SS3
R -34-0649" W
357.68
SS4
N 23*2724" W
472.81
jaS5
N 11-47-66- T
546.45,
SS6
N 1822'06- R
250.49
ISS7
IN 18 22'06" E
1.0
�w -E
1446-292
MAP REP J219 BY PEARCE
THIS FIRM 576-297
11 NAP REF: 121.9 BY
14 THIS FIRM
If
A
PP
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7
0
PP
DEVIN DEVELOPMENT INS'..
1210-263
CMF TO 24" RCP (TIE LM)
24" RCP TO Xff
24- RCP TO IRS (TIE LINK)
This Property Is not located within a publil;
water supply watershed and can be recorded to
The Register of Deeds
a, -a g- a
Dale Watershid Ad
Certificate of Approval for Recordina
I c lily that the plat rhom hereon Compiles
with the subdivision a-4 Meontaln arw 14ftide
Development Ondbuirwas and is approved
for recording In the Register f D ad 01 4
AZAE-4111 07 a' .
Date planning D46U& or'15;Me-o'
DEED *!LO��' // °
-------------
"o. 4
F\IX I
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59.07
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N 0836'08" E
2
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28.38
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R17 RIB
10
N 69-46'04" W
6
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173.55' (T)
l
A.
N 56'53'46" W IPF
CAROLINE LEWIS
960-120
..
125.23
2.065 ACRES
IF
S 51 °01'40" W
76.61
IPP
S 29'0845" V
48.91
BLOC
PROPOSED TO:
PP IPF
S, 05,ofilo" E
TINSEL TOWN,
INC.
112.
IPF
27.792 ACRES
IPF 134-46
PART OF: 1865-381
REF. 461-471
C
NAIL SET IN 30"SYC 0- a 1,10
BASE FLOOD ELEV. Re I I—
. ..... . . . . . D* SYCAMORE
2 4kI NAIL TREE 0
BASE FLOOD ELEV.
ELEV 2057,1 L
0 O�{�
RIM
_.,MH1.x --sET IN 9" NYC 0
BASE FLOM"AkV_2O15"3!
PARKER
a 362-471
-NAIL SET IN 12
SE FLOOD 2083.99,
SIMPSON
904-501
MAP I". J1004 BY
I= FIRM
NOTES: 1) ACREAGE CALCULATED BY COORDINATE COMPUTATIONS,
2) NO N.C.G.S. HORIZONTAL CONTROL MONUMENT FOUND WPPHIN
2000' OF SITE
3) THIS PROPERTY LIES, PARTIALLY IN A FLOOD HAZARD AREA.
4) THIS PROPERTY SUBJECT TO AND INCLUDES RIGHT OF WAYS,
EASEMENTS AND RESTRICTIONS OF RECORD, UNRECORDED,
WRITTEN AND/OR UNWRITTEN. . - :
I HEREBY CERTLITY THAT THIS PLAT IS OF THE FOLLOWING TYPE:
G.S. 47-30 (f)(11)(a). THIS SURVEY CREATES A SUBDIVISION OF LAND
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
AMES R. DAVENPORT, �L-14 2��
TOR - TOP OF RIDGE.
MATURO OHP - OVERHEAD POWER LINE
734-253 MNS - MAG NAIL SET
POL - POINT ON LINE
RCP - REINFORCED CONCRETE PIPE:
FZ'��-IPS 0 EEP (BENT)
SOUTHERN SQUIRREL PROP. LLC
1684-490
MATURO
734-253
DAVENPORT & ASSOC., INC.
PROFESSIONAL LAND SURVEYORS
P.O. BOX 234 CULLOWREE, N.C. 28723
LICENSE NO. C-0814 [phone]-
SU,RVBY'FO,R: TINSEL TOWN, INC.
PART OF: D.B. 1865, PG._ 361
STATE: __NORTH CAROLINA JACKSON a COUNTY.
T0WNSH7A--2ULLOWHEE DATE. DECEMBER 26, 2012
COR. F=• J1586 DRAWN Br JRD &DB1
SCALE: 1" f 100' -FIELD ""-J2-18-61 NO: J-1586
Book: 19 Page: 865 Seq: 1

36'' CVP
OSER
513 -721
CONSTRUCTI ❑N AND EROSION CONTROL SCHEDULE
1. Install temporary impervious dikes upstream from culverts,
2. Pump water around existing culvert locations,
3. Remove culverts, grade slopes to natural slope.
4. Remove temporary dikes.
5. Hand seed areas with Native Grass Mix and cover with`oir fiber
matting,
6. Install temporary impervious dikes upstream from proposed
culvert locations.
7. Install new culverts in dry stream bed. Utilize washed 457
stone as needed to level new culvert. Invert elevatior:: should
be 4' below normal stream bed elevation.
8, Remove temporary dikes.
9. Hand seed areas with Native Grass Mix and cover with c.oir fiber
matting,
10. Backfill area for roadbed.
11. Remove temporary dikes.
12. Install perimeter silt fence.
13, Remove existing roadbed.
14. Seed area of old roadbed and any other disturbed area.
SEEDING:
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used
shall be determined. All rates are in pounds per acre.
Shoulder and Median Areas
August 1 — June 1
20# Kentucky Bluegrass
75# Hard Fescue
25# Rye Grain
500# Fertilizer
4000# Limestone
May 1 - September 1
20# Kentucky Bluegrass
75# Hard Fescue
10# German or Browntop Millet
500# Fertilizer
4000# Limestone
Areas Beyond the Mowing Pattern, Waste and Borrow Areas:
Auaust 1 - June 1
100# Tall Fescue
15# Kentucky Bluegrass
30# Hard Fescue
25# Rye Grain
500# Fertilizer
4000# Limestone
Approved Tall Fescue Cultivars
Mov 1 - Seotember 1
100# Tall Fescue
15# Kentucky Bluegrass
30# Hard Fescue
10# German or Browntop Millet
500# Fertilizer
4000# Limestone
2nd Millennium; Duster; Magellan; Rendition;
Avenger; Endeavor; Masterpiece; Scorpion;
Barlexas; Escalade; Matador; Shelby,
Barlexas II; Falcon II, III, IV & V; Matador; GTSignia;
Barrera; Fidelity, Millennium; Silversta;r
Barrington; Finesse II; Montauk; Southern Choice ll;
Biltmore; Firebird; Mustang 3; Stetson;
Bingo; Focus; Olympic Gold; Torheel;
Bravo; Grande II; Padre; Titan Ltd;
Cayenne; Greenkeeper; Paraiso; Titanium;
Chapel Hill; Greystone; Picasso; Tomahawk;
Chesapeake; Inferno; Piedmont; Tacer;
Constitution; Justice; Pure Gold; Trooper;
Chipper; Jaguar 3; Prospect; Turbo;
Coronado; Kalahari; Quest; Ultimate;
Coyote; Kentucky 31; Rebel Exeda; Watchdog;
Davinci; Kitty Hawk; Rebel Sentry; Wolfpack;
Dynasty; Kitty Hawk 2000; Regiment II;
Dominion; Lexington; Rembrandt
Approved Kentucky Bluegrass Cultivars:
Alpine; Bariris; Envicta; Rugby; Apollo; Bedazzled; Impact, Rugby II; Arcadia; Bordeaux;
Kenblue; Showcase; Arrow; Champagne; Midnight; Sonoma, Award; Chicago IIMidnight
II
Approved Hard Fescue Cultivars:
Chariot; Nordic; Rhino; Warwick; Firefly, Oxford; Scaldis IlHeronReliant
II; Spartan I; IMinotour; Reliant IV; Stonehenge rt
On cut and fill slopes 2:1 or steeper add 20# Sericea Lespedeza and 15# Crown Vetch
January 1 -December 31.
The Crown Vetch Seed should be double inoculated if applied with a
hand seeder. Four times the normal rate of inoculant should be
used if applied with a hydroseeder. If a fertilizer -seed slurry is used,
the required limestone should also be included to prevent fertilizer
acidity from killing the inoculant bacteria. Caution should be used to
keep the inoculant below 80 F to prevent harm to the bacteria. The
rates and grades of fertilizer and limestone shall be the same as
specified for Seeding and Mulching.
Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used provided
the 1 -2 -2 ratio is maintained and the rate of application adjusted to provide the same amount
of plant food as a 10 -20 -20 analysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the
rate of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet, or Browntop
Millet shall be used in summer months and rye grain during the remainder of the year. The
Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing shall be 16 -8 -8 grade and shall be applied at the rate of 500
pounds per acre. A different analysis of fertilizer may be used provided the 2 -1 -1 ratio is
maintained and the rate of application adjusted to provide the same amount of plant food as
16 -8 -8 analysis and as directed.
SUPPLEMENTAL SEEDING:
The kinds of seed and proportions shall be the same as specified for Seeding and Mulching,
and the rate of application may vary from 25# to 75# per acre. The actual rate per acre will
be determined prior to the time of topdressing and the Contractor will be notified in writing
of the rate per acre, total quantity needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed
into the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain)
may be used where degree of slope prevents the use of a sod seeder.
NATIVE GRASS SEEDING:
Native Grass Seeding and Mulching shall be performed on
the disturbed areas of wetlands and riparian areas, and
adjacent to Stream Relocation and /or trout stream
construction within a 50 foot zone on both sides of the
stream or depression, measured from top of stream
bank or center of depression, The stream bank of the
stream relocation shall be seeded by a method that
does not alter the typical cross section of the stream
bank. Native Grass Seeding and Mulching shall also be
performed in the permanent soil reinforcement mat
section of preformed scour holes, and in other areas as
directed,
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
limestone, shall be as stated below. During periods of overlapping dates, the kind of
seed to be used shall be determined. All rates are in pounds per acre.
August 1 - June 1
118# Creeping Red Fescue
8# Big Bluestem
6# Indiangross
4# Switchgrass
35# Rye Grain
500# Fertilizer
4000# Limestone
May 1 - September
18# Creeping Red Fescue
8# BigBluestem
6# Indiangrass
4# Switchgrass
25# German or Browntop Millet
500# Fertilizer
4000# Limestone
Approved Creeping Red Fescue Cultivars:
Aberdeen; Boreal; Epic; Cindy Lou
Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used
provided the 1 -2 -2 ratio is maintained and the rate of application adjusted to provide the
same amount of plant food as a 10 -20 -20 analysis and as directed.
Temporary Seeding
Fertilizer shall be the same analysis as specified for Seeding and
Mulching and applied at the rate of 400 pounds and seeded at
the rate of 50 pounds per acre. German Millet or Browntop
Millet shall be used in summer months and rye grain during the
remainder of the year. The Engineer will determine the exact
dates for using each kind of seed.
Fertilizer Topdressing
Fertilizer used for topdressing shall be 16 -8 -8 grade and shall
be applied at the rate of 500 pounds per acre. A different
analysis of fertilizer may be used provided the 2 -1 -1 ratio is
maintained and the rate of application adjusted to provide the
same amount of plant food as 16 -8 -8 analysis and as directed.
Supplemental Seeding
The kinds of seed and proportions shall be the some as specified
for Seeding and Mulching, and the rate of application may vary
from 25# to 75# per acre. The actual rate per acre will be
determined prior to the time of topdressing and the Contractor
will be notified in writing of the rate per acre, total quantity
needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be
used for incorporating seed into the soil as to prevent
disturbance of existing vegetation. A clodbuster (ball and chain)
may be used where degree of slope prevents the use of a sod
seeder.
LEGEND
TEMP SEDIMENT TRAP
EXISTING CULVERT
DISTURBED AREA
DITCH
SILT FENCE
NEW CONTOURS
EXISTING CONTOUR
IMPERVIOUS DIKE
SEEDED AREA
FLOW DIRECTION
CONSTRUCTION
ENTRACE
ROCK CHECK BASIN
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COUNTY: JACKSON
OWNSHIP
ULLOWHEE
WATERSHED;
LITTLE TENNESSEE
SCALE:
1' -50'

SILT FENCE LAND GRADING FOR MINIMIZING EROSION
CONSTRUCTION SPECIFICATIONS:
• The height of a silt fence shall not exceed 24 inches. Storage height and ponding
height shall never exceed 18 inches.
• The fence line shall follow the contour as closely as possible.
• If possible, the filter fabric shall be cut from a continuous roll to avoid the use of
joints. When joints are necessary, filter cloths shall be spliced only at a support
post, with a minimum 4 feet overlap and both ends securely fastened to the metal
post.
• Turn the ends of the fence uphill.
• A trench shall be excavated approximately 4 inches wide and 8 inches deep
along the line of posts and upslope from the barrier.
• Provide a rip rap splash pad or other outlet protection device for any point
where flow may overtop the sediment fence, such as natural depressions or
swales. Ensure that the maximum height of the fence at a protected, reinforced
outlet does not exceed 2 feet and that support post spacing does not exceed 4
feet
• When standard - strength filter fabric is used, a wire mesh support fence shall be
fastened securely to the upslope side of the posts using wire or zip ties (min.
tensile strength of 50 lbs.). The wire shall extend into the trench a minimum of 2
inches and shall not extend more than 36 inches above the original ground
surface.
• The standard - strength filter fabric shall be zip tied or wired to the fence, and
inches of the fabric shall extend into the trench. The fabric shall not extend mose
than 36 inches above the original ground surface. Filter fabric shall not be stapled
to existing trees.
• When extra - strength filter fabric and closer post spacing are used the wire mesh
support fence maybe eliminated. In such a case, the filter fabric is zip tied or
wired directly to the posts.
• The trench shall be back filled and the soil compacted over the top of the filte-
fabric. Thorough compaction of the backfill is critical to the silt fence
performance.
• Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe is
order to increase ponding volume.
• Silt fences shall be removed when they have served their useful purpose but rot
before the upslope area has been permanently stabilized and any sediment stoned
behind the silt fence has been removed.
INSPECTION AND MAINTENANCE:
• Silt fences and filter barriers shall be inspected weekly and after each significet
storm (1/2 inch in 24 hours). Any required repairs shall be made immediately
• Sediment should be removed when it reaches 1.3 height of the fence or 9 inches
maximum.
• Te removed sediment shall conform with the existing grade and be vegetated or
otherwise stabilized.
CONSTRUCTION SPECIFICATIONS
1. Only disturb, clear or grade areas necessary for c;onstruction. Flag or otherwise delineate
areas not to be disturbed. Exclude vehicles and ;;onstruction equipment from these areas to
preserve natural vegetation.
1 All graded or disturbed areas including slopes s :all be protected during clearing and
construction in accordance with the approved erg; lion and sediment control plan until they
are permanently stabilized.
3. All sediment control measures shall be construct d and maintained in accordance with the
approved erosion and sediment control plan and ;.according to the standards and specifications
for the appropriate erosion control practices.
4. If topsoil is required for the establishment of vegetation, it shall be stockpiled in the amount
necessary to complete fmished grading and protected from erosion during the interim.
5. Areas to be filled shall be cleared, grubbed to ramove trees, vegetation, roots and other
objectable material and stripped of topsoil.
6. Areas to receive topsoil shall be scarified to a m`:nimum depth of 3 inches prior to placement
of topsoil.
7. All fills shall be compacted as required by building standards to reduce erosion, slippage,
settlement, subsidence and other related problem a. Fill intended to support buildings,
structures, conduits, etc. shall be compacted in accordance with local requirements or codes.
8. The outer face of the fill slope should be alloweka. to stay loose, not rolled, compacted or
bladed smooth. A bulldozer may run up and dovvn the fill slope so the dozer treads (cleat
tracks) create grooves perpendicular to the slope.. If the soil is not too moist, excessive
compaction will not occur.
9. All fill shall be placed and compacted in layers ?-,�ot to exceed 8 inches per lift.
10. Use slope breaks, such as diversions, benches (w contour furrows as appropriate, to reduce
the length of cut and fill slopes to limit sheet anc. rill erosion and prevent gully erosion.
11. The finished cut and fill slopes, which are to bye vegetated with grass and legumes, should
not be steeper than 2:1.
12. Slopes to be maintained by tractor or other equipment should not be steeper than 3:1.
13. Slopes in excess of 2:1 may require hydro - seeding, hydro - mulching, tactifying and /or
punching -in straw, bioengineering techniques, o_. retaining walls.
14. Roughen the surface of all slopes during the ccaistruction. operation to retain water, increase
infiltration and facilitate vegetation establishmen 1,
15. Seeps or springs encountered during construct?on shall be handled in accordance with
approved methods.
16. Stabilize all graded areas with vegetation, crust' ed stone, rip rap or other ground cover as
soon as grading is completed or if work is mterru.-1-z)ted for 21 working days or more.
17. Use mulch to stabilize areas temporarily where; final grading must be delayed.
18. Stockpiles, borrow areas and spoil areas shall bbe shown on the plans and shall be stabilized
to prevent erosion and sedimentation.
IMPERVI ❑US DIKE:
Description
This work consists of furnishing, installing, maintaining, and removing an
Impervious Dike for the purpose of diverting normat stream flow around
the construction site. The Contractor shall construct an impervious dike
in such a manner approved by the Engineer. The impervious dike shalt not
permit seepage of water into the construction site or contribute to
siltation of the stream. The impervious dike shalt be constructed of an
acceptable material in the locations noted on the plans or as directed.
Materials
Acceptable materials shall include but not be limited to sheet piles,
sandbags, and /or the placement of an acceptable size stone lined with
polypropylene or other impervious geotextile.
Earth material shall not be used to construct an impervious dike when it is
in direct contact with the stream unless vegetation can be established
before contact with the stream takes place.
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Coir Fiber Mat:
Description
Furnish material, install and maintain coir fiber mat in
locations shown on the plans or in locations as directed.
Work includes providing alt materials, excavating and
backfitling, and placing and securing coir fiber mat with
stakes, steel reinforcement bars or staples as directed.
Materials
ItemSectionCoir Fiber Mat1060 -14
Anchors: Stakes, reinforcement bars, or staples shalt
be used as anchors.
Wooden Stakes:
Provide hardwood stakes 12 "- 24" long with a 2" x 2"
nominal square cross section. One end of the stake
must be sharpened or beveled to facilitate driving
through the coir fiber mat and down into the
underlying soil. The other end of the stake needs
to have a 1 "- 2" tong head at the top with a 1 "- 2"
notch following to catch and secure the coir fiber
mat.
Steel Reinforcement Bars:
Provide uncoated #10 steel reinforcement bars 24"
nominal length. The bars shall have a 4" diameter
bend at one end with a 4" straight section at the
tip to catch and secure the coir fiber mat.
Staples:
Provide staples made of 0.125" diameter new steel wire
formed into a u shape not less than 12" in length
with a throat of 1" in width.
Construction Methods
Place the coir fiber mat immediately upon final grading.
Provide a smooth soil surface free from stones, clods,
or debris that will prevent the contact of the mat with
the soil. Unroll the mat and apply without stretching
such that it will lire smoothly but loosely on the soil
surface.
For stream relocation applications, take care to
preserve the required tine, grade, and cross section of
the area covered. Bury the top slope end of each
piece of mat in a narrow trench at least 6 in, deep and
tamp firmly. Where one roll of matting ends and a
second roll begins, overlap the end of the upper roll
over the buried end of the second roll so there is a 6
in. overlap. Construct check trenches at least 12 in,
deep every 50 ft, longitudinally along the edges of the
mat or as directed. Fold over and bury mat to the full
depth of the trench, close and tamp firmly. Overlap mat
at least 6 in. where 2 or more widths of mat are
installed side by side.
Place anchors across the mat at the ends approximately
1 ft. apart. Place anchors atong the outer edges and
down the center of the mat 3 ft. apart.
Adjustments in the trenching or anchoring requirements
to fit individual site conditions may be reauired.
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COUNTY: JACKSON
OWNSHIP:
ULLOWHEE
WATERSHED:
LITTLE TENNESSEE
SCALE:
NTS