20140802 Ver 1_401 Application_20140714

I
E N G I N E E R I N G & H Y D R O G E O L O G Y
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL [phone] FAC 828 281 3351
WWW. ALTAMONTE NV IRON ME NTAL.COM
July 25, 2014
North Carolina Division of Water Resources
WBSCP Unit
1650 Mall Service Center
Raleigh, North Carolina 27699 -1650
Subject. Pre - Construction Notification Submittal
North Pacolet River Reach 4
Polk 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 (PCN) form and associated supporting
documents. Per the PCN Instructions, we have Included two copies of the full size plans along with three
copies of 11 x 17 Inch size plans.
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 meat (828) 712 -9194 If you have any questions or need
additional information
Sincerely,
ALTAMONT ENVIRONMENTAL, INC
Zan Price, P.E
Enclosures Pre - Construction Notification
Cc- Sandra Reid, Polk County Soil and Water Conservation District
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \PCN Cover Letter_DWR Docx

ALTAMONT ENVIRONMENTAL, IN
HYDROGEOLOGY
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL [phone] FAC 828 281 3351
www altamontenvironmental com
TABLE OF CONTENTS
Pre - Construction Notification Document
Tables
Table 1 Property Owner and Parcel Information
Figures
Figure 1 Site Location Map (USGS)
Figure 2 Site Map (Aerial)
Figure 3 BEHI Analysis Map
Appendix A — Existing Conditions Photographs
Appendix B — Letters and Authorizations
Signed Agent Authorization Letter
Property Owner Conservation Easement Option Agreement or Letter of Intent
Federally Endangered and Threatened Species Assessment, US Fish and Wildlife
Cultural Resources Inventory
Appendix C — Assessment Data
Bank Erosion Hazard Index (BEHI) Data
Shear Stress Calculations
Assessment of Existing Stream Condition
Appendix D — Plan Sheets and Detail Sheets
IVE
JUL 2 9 2014
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals\Permitting\2014 PCN \TABLE OF CONTENTS docx

20140802
aF wArF9 Office Use Only
Corps action ID no
o Y DWQ protect no
Form Version 1 3 Dec 10 2008
Page 1 of 13
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the
Corps
FE Section 404 Permit ❑Section 10 Permit
1b
Specify Nationwide Permit (NWP) number 13 and 27 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 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 ® No
For the record only for Corps Permit
❑ Yes ® 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 ® No
1g
Is the protect located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ® No
1h
Is the protect located within a NC DCM Area of Environmental Concern (AEC)
❑ Yes ® No
2.
Project Information
2a
Name of protect
North Pacolet River Reach 4
2b
County
Polk County, NC
2c
Nearest municipality / town
Columbus, North Carolina
2d
Subdivision name
2e
NCDOT only, T I P or state
protect no
3
Owner Information
3a
Name(s) on Recorded Deed
Table of property owners and relevant information is attached as Table 1
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
3d
Street address
IM
3e
City, state, zip
JUL 2 9 2014
3f
Telephone no
3g
Fax no
r Wancn
3h
Email address
Page 1 of 13
PCN Form — Version 1 3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify, Applicant and Protect Sponsor
4b
Name
Ms Sandra Reid — Polk County Sod & Water Conservation District
4c
Business name
(if applicable)
Altamont Environmental, Inc
4d
Street address
156 School Road
4e
City, state, zip
Mill Spring, NC 28722
4f
Telephone no
(828) 894 -8550
4g
Fax no
4h
Email address
sreid @polknc org
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, NC 28801
5e
Telephone no
(828) 281 -3350
5f
Fax no
(828) 281 -3351
5g
Email address
zprice @altamontenvironmental com
y
Page 2 of 13

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
P88 -75, P76 -55, P76 -97, P76 -49
lb
Site coordinates (in decimal degrees)
Latitude 35 1951944 Longitude - 82 1550805
(DD DDDDDD) ( -DD DDDDDD)
1c
Property size
See Table 1
2.
Surface Waters
2a
Name of nearest body of water (stream, river, etc ) to
proposed project
North Pacolet River
2b
Water Quality Classification of nearest receiving water
C
2c
River basin map is available at
http //h2o enr state nc us /admen /maps/
[Broad River Basin
Page 3 of 13
PCN Form — Version 1 3 December 10, 2008 Version

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
Conditions at the site consist of a degraded stream channel, eroding stream banks and a generally narrow and poorly
vegetated riparian corridor Bank height ratios (top of bank height/bankfull height) exceed a value of 2 for most of the
reach Bank height ratios closer to 1 are preferred for channel stability indicating an accessible floodplain
A bank erosion hazard index (BEHI) assessment was conducted in 2013 The BEHI analysis constituted of
approximately 6,100 and 3,600 linear feet on river left and river right, respectively The banks of Reach 4 were classified
with the following BEHI rating
Extreme — 60 feet
Very High — 1,480 feet
High — 2,635 feet
Moderate — 4,275 feet
Low — 1,250 feet
r
The banks classified as High, Very High, and Extreme are easily erodible Consequently, these sections cause stream
impairment by contributing excess sediment to the stream, fading streambanks, and lateral instability Based on the BEHI
analysis, the annual erosion rate of Reach 4 (6,100 and 3,600 linear feet on river right and left, respectively) is
approximately 690 cubic yards, or roughly 45 dump trucks, of soil per year
Land use adjacent to the site consists of a commercial sod farm on the eastern adjacent property and low- density
residential homesites on the western adjacent parcels See attached representative photographs in Appendix A, Figure 1
(USGS Site Location Map), Figure 2 (Aerial Site Map), and Figure 3 (Bank Erosion Hazard Index (BEHI) Analysis Map)
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
6,100 LF
3d
Explain the purpose of the proposed project
The Polk County Soil and Water Conservation District (PCSWCD) in cooperation with numerous stakeholders, have
chosen to undertake the effort to conserve, enhance and restore the North Pacolet River Watershed The proposed
streambank stabilization of Reach 4 will produce a stable stream with vegetated streambanks and access to a
constructed floodplain The proposed project will improve aquatic habitat by reducing sedimentation, reducing water
temperature by increasing shade cover, improving in- stream aquatic habitat by installing near bank structures in the
channel resulting in improvements to the pool and riffle sequence, and by placing permanent conservation easements to
ensure long -term protection for these improvements and the riparian corridor
Page 4 of 13

3e
Describe the overall project in detail, including the type of equipment to be used
Functional uplift within the system will be achieved through bank stabilization efforts along the majority of Reach 4 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 The incised banks will be
graded to a stable 3 Horizontal (H) 1 Vertical (V) side slope and allow frequent flooding on the newly formed floodplain
Log J -hook structures will be placed within the channel to reduce near bank shear stress on tighter meander bends Toe -
wood structures with geolifts will also be installed to protect once vulnerable and unstable cutbanks and to reduce
erosion
The project will include removal of nonnative invasive plant material throughout the riparian corridor and planting a native
riparian buffer Invasive removal will consist of the use of mechanical equipment as well as hand removal 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 and achieve final grade The entire conservation easement area (including
streambanks) will be re- vegetated using a riparian seed mix and bare root plants Live stakes will be used in areas
adjacent to the stream
Equipment used to accomplish the above described work will include track - mounted excavators of various sizes equipped
with buckets and hydraulic thumbs, track trucks 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 toe of staging and stockpile areas, and on the downslope side of
any work areas outside the streambanks, and 4) installation of seed, coir soil matting, and straw mulch
See attached Plan Sheets and Detail Sheets
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?
Comments Zan Price and Natalie Bouchard of Altamont
Environmental met Steve Kichefski and Scott Jones from the
Asheville Regional office of the Army Corps of Engineers at
❑ Yes ® No ❑ Unknown
the proposed project site on July 17, 2013 to review potential
wetland areas that were shown on the National Wetland
Inventory (NWI) towards the downstream extent of the
project Mr Kichefski and Mr Jones concluded that the
areas shown on the NWI are relic wetlands and are not
jurisdictional wetlands
4b
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5
Project History
5a
Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b
If yes, explain in detail according to "help file" instructions
The upstream Reach 3 project was permitted by the Army Corps on February 17, 2009 (SAW - 2008 - 03363) and NC
DWQ on February 13, 2009 (DWQ 09 -0007) Construction was completed in 2011
Page 5 of 13

6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
The plan is to construct Reach 4 in one phase However, if Clean Water Management Trust Fund funding is capped at
an amount less than the total construction budget, the project may have to be completed in phases starting at the
upstream end
Page 6 of 13

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 type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 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.
❑ Neuse El Tar-Pamlico F] Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
❑ Yes
B1 ❑P ❑T
❑ No
El Yes
B2 ❑P ❑T
❑ No
El Yes
B3 ❑P FIT
❑ No
6h Total buffer impacts
61 Comments
Page 8 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
la 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
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 El F-1 T
El
Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h Comments See explanation in Section B, Part 4a of this application
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
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Restoration
North Pacolet
River
® PER
❑ INT
® Corps
❑ DWQ
60
6,100
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
6,100
31 Comments 6,100 feet on the left streambank and 3,600 feet on the right streambank
Page 7 of 13

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
High quality riparian 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
b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Altamont Environmental 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, wood 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
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a
Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c
If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank
3b
Credits Purchased (attach receipt and letter)
Type
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
❑ warm ❑ cool ❑cold
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
Page 9 of 13
PCN Form — Version 1 3 December 10, 2008 Version

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
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? If yes you will have to fill out this entire form — please
contact the State for more information
❑ Yes ® 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 10 of 13

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 ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
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 ® No
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 clearing, 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 the DENR Division of Land Resources prior
to commencement of
construction
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Polk County, NC
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
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 11 of 13
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb
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
❑ Yes El No
letter )
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 ® 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 ® 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
the proposed project, or available capacity of the subject facility N/A
5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b
Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
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?
Janet Mizzi ( USFWS) was contacted November 13, 2013 regarding the project site, and verified that no federally listed
species of concern are on the subject property See attached letter in Appendix B
Page 12 of 13
PCN Form — Version 1 3 December 10, 2008 Version

6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Janet Mizzi (USFWS) was contacted November 13, 2013 regarding the project site, and verified that no essential fish habitat
exists on the subject property See attached letter in Appendix B.
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?
Renee Gledhill - Earley with the North Carolina Department of Cultural Resources was contacted on June 26, 2013, and
verified that there are no known recorded archeological sites within the project boundaries See attached letter
Additionally, James Errante, a North Carolina Natural Resource Conservation Service (NRCS) Cultural Resources
Specialist visited the site with Natalie Bouchard of Altamont Environmental on December 18, 2013 to complete a cultural
resources inventory Mr Errante concluded that there was no evidence of cultural resources discovered inside the
planned area of impact for the proposed project See attached Cultural Resources Inventory report in Appendix B
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
®Yes ❑ No
8b. If yes, explain how project meets FEMA requirements
The project reach is located within the floodway of the North Pacolet River Prior to initiating activities in the floodway,
FEMA regulations require an evaluation of the impact to flood levels during the base flood (100 -year) discharge The
impacts of the proposed streambank restoration project on floodway elevations and widths and 100 -year floodplain
elevations will be evaluated by developing a revised existing conditions HEC -RAS model supplemented with surveyed
cross - section data and subsequently developing a proposed conditions HEC -RAS model This study will be submitted to
and approved by the Polk County Floodplain administrator prior to construction
8c What source(s) did you use to make the floodplain determination?
The North Carolina Floodplain Mapping Information System (ncfloodmaps com)
—Z G� ce_._
Applicant /Agents Signature
Date
Applicant /Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Page 13 of 13

TABLES
Table 1 — Property Owner and Parcel Information

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FIGURES
Figure I — Site Location Map (USGS)
a Figure 2 — Site Map (Aerial)
Figure 3 — BEHI Analysis Map

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Reach 4
Data Sources:
USGS Topographic Map -
Landrum Quadrangle 1987
REACH 4 FIGURE
L E lGiNEERiNG & HYDROGLOI.Gy SITE LOCATION MAP
231 H-000 S, ... 1, A—E-111 f1C 28801
TEL [phone] r— e28 281 3351
NORTH PACOLET RIVER
DRAWN BY: NATALIE BOUCHARD POLK COUNTY, NORTH CAROLINA
PROJECT MANAGER: ZAN PRICE Feet
CLIENT: PCSWD
DATE: 07/03/2014 0 1,000 2,000 PAPOLK SWCD NRCS\NORTH PACOLET R4\SUBMITTALS\PERMITTING\2014 PCN\FiGURIS

APPENDICES
Appendix A — Existing Conditions Photographs .
Appendix B — Letters and- Authorizations
Appendix C — Assessment Data
Appendix D — Plan Sheets and Details Sheets

APPENDIX A - EXISTING CONDITIONS PHOTOGRAPHS

North Pacolet Reach 4
Polk County Soil and Water Conservation District
Photos Taken: 2013 and 2014
Page 1
Photograph 1: View from upstream extent of Reach 4, on Hunting Country Bridge Road, facing dowstream on the North
Pacolet River.
Photograph 2: Typical view of near vertical eroding bank on Reach 4.
P: \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \Representative Photographs.Docx

North Pacolet Reach 4
Polk County Soil and Water Conservation District
Photos Taken: 2013 and 2014
Page 2
Photograph 3: Typical view of eroding banks on Reach 4.
Photograph 4: View from Tryon Farm, LLC property on River Left facing downstream. Note the near vertical banks on
River Left.
P: \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \Representative Photographs. Docx

North Pacolet Reach 4
Polk County Soil and Water Conservation District
Photos Taken: 2013 and 2014
Page 3
Photograph 5: View facing banks on River Left on the Tryon Farm, LLC property, at the same location as Photograph 4.
Photograph 6: Typical view of survey crew performing field topography survey and BEHI analysis.
P: \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \Representative Photographs.Docx

APPENDIX B — LETTERS AND AUTHORIZATIONS
Signed Agent Authorization Letter
Property Owner Conservation Easement Option Agreement or
Letter of Intent
Federally Endangered and, Threatened Species Assessment, US Fish
and Wildlife
Cultural Resources Inventory

AGENT AUTHORIZATION LETTER
REACH 4, NORTH PACOLET RIVER
STREANIBANK STABILIZATION AND RIPARIAN
CORRIDOR RESTORATION PROJECT
'The Polk County Soil and Water Conservation District hereby authorizes Altamont
Environmental, Inc. (Agent /Consultant) to sign and execute all necessary permits and
coordinate communications with the appropriate regulatory agencies in relation to the
above referenced project.
Authorized Printed Name Sa M& Date
Polk County Soil and Water Conservation District
AuthorizedSignature Date _t: :- 23 ° f
Polk County Soil and Water Conservation District
.. .. .. • . .... .. ...... ... ..r_�_ _.._ � .....,,. c i, rr.....,,... r�...�,.,,t �I`wnFA1�P1nT.nnh t�rn4v Ri.ar RPnrh d Avant

OP'T'ION AGREEMENT FOR A CONSERVA'T'ION EASEMENT
Prepared by:
After Recording Return to: Restoration /Stormwater Project Manager
North Carolina Clean Water Management Trust Fund
1651 Mail Service Center
Raleigh, NC 27699 -1651
NORTH CAROLINA
POY,K COUNTY
Tax Parcel No. P88 -75
CWMTF No. 2008 -418
THIS OPTION AGREEMENT, hereinafter referred to as Option, is entered into this
.2 l day of M on , 20 1-A- by and between Buy Sod, Inc., Hunting
Country Road Tryon Worth Carolina 28782 ( "Grantor ") and the State of North
Carolina ( "State" or "Grantee ") acting by and through the North Carolina Clean Water
Management Trust Fund ( "Fund "), an independent State agency, with an address at 1651
Mail Service Center, Raleigh, North Carolina 27699 -1651.

RECITALS & PURPOSES
A. In consideration of the agreements contained in this Option, Grantor
hereby grants to the Grantee, its successors and assigns, the exclusive right and option to
receive a perpetual Conservation Easement over mutually agreed upon lands owned by
the Grantor, hereinafter referred to as the Parent Tract. The Conservation Easement
shall perpetually protect those lands hereinafter referred to as the Easement Area. The
Parent Tract is located in Polk County, North Carolina and contains _135.01 acres,
more or less. The Parent Tract subject to the Conservation Easement is more
particularly described as follows:
Tax Parcel Number (NCPIN) P88 -75 .
B. Being a perpetual Conservation Easement, including right of ingress,
egress and regress, that will allow the reconstruction of and permanently protect the
restoration, enhancement or preservation of the North Pacolet River . The Easement
Area is located in the eastern portion of the parent tract. The Easement Area begins at
the centerline of the North Pacolet River and extends outwardly from the top of the
stream bank as restored by work to be conducted by Polk Soil and Water Conservation
District , a minimum distance of 50 feet from the top of the bank, or greater, as
Grantor agrees to convey. Easement Area shall run as the restored stream meanders,
estimated to be approximately 16,547` linear feet along the North Pacolet River and
contains 7.14 acres, more or less. Be it known that existing irrigation infrastructure
may exist in the proposed Easement Area (e.g. piping and concrete pads) and that for the
project to move forward the Conservation Easement must allow for such infrastructure
and maintenance thereof to exist within or be excluded from the Easement Area despite
its potential existence within 50 feet from the top of the bank. The areas where irrigation
infrastructure exist will be shown on a preliminary figure attached here to, and in a plat of
the easement area to be surveyed by a North Carolina licensed surveyor and recorded
with the Polk County, North Carolina Register of Deeds once the project is built.
C. The Grantor grants to Polk Soil and Water Conservation District and its
successors, assigns, agents, contractors, and employees the right to erect and use
construction equipment at the site of the Easement Area herein described.
D. Grantee has awarded a grant for the Reach 4 of the North Pacolet River
Streambank Stabilization and Riparian Corridor Restoration to Polk Soil and Water
Conservation District as Grant Agreement No. 2008 -418 , effective as of _March 21,
2011 , in consideration of which Polk Soil and Water Conservation District has agreed to
conduct a technical assessment to provide design plans, specifications, and bid
documents, obtain required permits, and record conservation easements in preparation for
restoration of the project site which is approximately 1.2 miles of the North Pacolet River
from Hunting Country Road (SR1501) downstream to the North Carolina state line
( "Project ").
2

TERMS, PROVISIONS, & CONDITIONS
A. OPTION PERIOD. This Option shall remain in effect from the date that
this Option has been executed by the Grantor until the 21 of March 2016. This
Option shall be exercised upon posting, by certified mail, a written notice to the Grantor
at the following address: Post Office Box 4089 Pinehurst, North Carolina 28374.
Exercise shall be deemed timely if such written notice is mailed on or before the date first
set forth in this paragraph.
B. CONSERVATION EASEMENT. It is understood and agreed that the
Conservation Easement herein granted further allows, binds by mutual agreement, that
the Grantor shall convey and the Grantee shall receive a Conservation Easement in
the form attached hereto as Exhibit A to perpetually protect the intent of said Project.
The conveyance of the Conservation Easement shall occur at the completion of the
Project and shall be based upon a metes and bounds description rendered by a
Professional Land Surveyor. Said Easement Area shall run as the stream meanders,
extending approximately 50 feet from the top of the stream bank of said stream as
restored by work to be conducted by Polk Soil and Water Conservation District on the
Project, where physically possible. -
C. EVIDENCE OF TITLE. Upon receipt of this signed Option, Grantee
may have title to the Easement Area examined, and if applicable, may obtain a
preliminary title insurance commitment. The title examination and/or commitment must
evidence the Grantor's ability to deliver title at closing as set forth below. All costs
necessary to procure the title examination and, if applicable, the title commitment and
final title insurance policy to be issued at closing, shall be the responsibility of the
Grantee.
D. TITLE. At closing, the Grantor shall convey good, insurable and
marketable title to the Conservation Easement together with all rights necessary to
protect the Easement Area in perpetuity, including legal access, all mineral rights and all
development rights, to the Grantee free and clear of all liens, encumbrances, restrictions,
rights, or exceptions except those of record that are acceptable to Grantee.
E. TITLE DEFECTS. If for any reason the Grantor cannot deliver title at
closing as required by Paragraph C of this Option, the Grantee may elect to a) accept the
Conservation Easement with title as is; b) refuse to accept the Conservation Easement;
or c) allow the Grantor additional time to pursue reasonable efforts to correct the
problem, including bringing any necessary quiet title actions of other lawsuits.
F. SUBJECT TO SURVEY AND DESIGN. It is understood and intended
that the final Easement Area and Conservation Easement under this option is subject to
final design, approval and survey by Grantee with these costs paid for as described in
Grant Agreement 2008 -418 .
3

G. DOCUMENTS FOR CLOSING. The Grantor shall execute and deliver
at closing a Conservation Easement, any owner's affidavits or documents required by a
title insurance company to remove the standard title policy exceptions, and any other
documents necessary to close in accordance with the terms of this Option. These
documents will be prepared at the expense of those specified in Giant Agreement _2008-
418 .
H. PROPERTY TAXES. Any delinquent real estate taxes and all levied
assessments are the Grantor's responsibility and should be satisfied of record by the
Grantor at or before closing. Any deferred taxes on the Easement Area, which become
due as a result of this conveyance, shall be the responsibility of the Grantor. Real estate
taxes for the year in which the transaction is closed shall be the responsibility of the
Grantor and not prorated, as Grantee is not receiving fee simple title.
I. MISCELLANEOUS CLOSING EXPENSES. The Grant Agreement
2008 -418 specifies who will pay any documentary stamp tax, real estate transfer fee or
any similar charge, and recording fees.
J. POSSESSION. The Grantor will deliver possession of the Easement
Area to the Grantee at closing subject to no leases, mortgages, liens or other reserved
lights.
K. CONDITION OF PROPERTY/ RISK OF LOSS. The Grantor shall
not transfer or .encumber any interests in the Easement Area prior to closing. The
Grantor shall keep the Easement Area in its current condition until closing and shall
prevent and refrain from any use of the Easement Area, for any purpose or in any
manner that would diminish its value or adversely affect the intended uses of Grantee.
In the event of any adverse change in the condition of the Easement Area, whether said
change is caused by Grantor or by forces beyond Grantor's control, Grantee may elect
to a) refuse to accept the property; b) accept the Property, or a portion thereof; or c)
require restoration of the Property to its condition at the time this Option was granted.
L. RIGHT OF ENTRY AND INSPECTION. Grantee and its agents shall
have the right to enter upon the Property at reasonable times for surveying, engineering,
conducting enviromnental inspections and assessments to detect hazardous or toxic
substances, and other reasonable purposes related to this transaction. Based upon the
results of the environmental inspections and assessments, or upon other conditions
revealed to be unsuitable to Grantee, Grantee may elect to refuse to accept the
Easement Area.
M. REMEDIES. hi addition to any other remedy specifically set forth in this
Option, Grantee has the right to enforce the provisions of this Option through an action
for specific performance, injunctive relief, damages, contribution or any other available
proceedings in law or equity. The election of any one remedy available under this Option
shall not constitute a waiver of any other available remedies.
4

N. BINDING EFFECT. This Option becomes effective when signed by the
Grantor and shall then apply to and bind the Grantor and Grantor's heirs, executors,
administrators, successors, and assigns.
O. COMPLETE AGREEMENT. This Option constitutes the sole and
complete agreement between the parties and cannot be changed except by written
agreement.
P. NO WAIVER. No provision of the Option shall be deemed amended or
waived unless such amendment or waiver is set forth in a writing signed by Grantee. No
act or failure to act by Grantee shall be deemed a waiver of its rights hereunder, and no
waiver in any one circumstance or of any one provision shall be deemed a waiver in other
circumstances or of other provisions.
Q. ASSIGNMENT. The Grantee has the right to assign this Option. In the
event of such assignment, the assignee will have all the lights, powers, privileges and
duties held by Grantee pursuant to this Option.

IN TESTIMONY THEREOF, the parties have hereunto set their hands and seals, or if
corporate have caused this instrument to be executed in their corporate names by their
duly authorized representatives as of the dates indicated below.
Grantor
Buy Sod, Inc. CIO Clark Wooten
NOR'T'H CAROLINA
COUNTY OF 5amp5of1
1, j GtGU IoLo , a Notary Public in and for the County and State
aforesaid, do hereby certify that CjarK WobfM , Grantor, personally appeared
before me this day and acknowledged the execution of the foregoing instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and Notary Seal this the
a I day of Alow 2012.
Notary Public
My commission expires W `1" Xd

OPTION AGREEMENT FOR A CONSERVATION EASEMENT
Prepared by:
After Recording Return to:
NORTH CAROLINA
POLK COUNTY
Tax Parcel No. P76 -55
CWMTF No. 2008 -418
Restoration /Stormwater Project Manager
North Carolina Clean Water Management Trust Fund
1651 Mail Service Center
Raleigh, NC 27699 -1651
THIS OPTION AGREEMENT, hereinafter referred to as Option, is entered into this
15tk day of "Sw%w,a.r , 20 1?- by and between Stanley and Barbara
Mink, 5520 Hunting Country toad, Tryon, North Carolina 28782 ( "Grantor ") and
North Carolina Clean Water Management Trust Fund, 1651 Mail Service Center ,
Raleigh, North Carolina 27699 -1651 ( "Grantee ").

RECITALS & PURPOSES
A. In consideration of the agreements contained in this Option, Grantor
hereby grants to the Grantee, its successors and assigns, the exclusive right and option to
receive a perpetual Conservation Easement over mutually agreed upon lands owned by
the Grantor, hereinafter referred to as the Parent 'Tract. The Conservation Easement
shall perpetually protect those lands hereinafter referred to as the Easement Area. The
Parent Tract is located in _Polk_ County, North Carolina and contains _8.07 acres,
more or less. The Parent Tract subject to the Conservation Easement is more
particularly described as follows:
Tax Parcel Number (NCPIN)_P76 -55_.
B. Being a perpetual Conservation Easement, including right of ingress,
egress and regress, that will allow the reconstruction of and permanently protect the
restoration, enhancement or preservation of the North Pacolet River . The Easement
Area is located in the _eastern_ portion of the parent tract. The Easement Area begins at
N
the centerline of the orth Pacolet River and extends outwardly from the top of the
stream bank as restored by work to be conducted by Polk Soil and Water Conservation
District , a minimum distance of 50 feet from the top of the bank, or greater, as
Grantor agrees to convey. Easement Area shall run as the restored stream meanders,
estimated to be approximately 1,330_ linear feet along the North Pacolet River and
contains _1.51_ acres, more or less.
C. The Grantor grants to Polk Soil and Water Conservation District and its
successors, assigns, agents, contractors, and employees the right to erect and use
construction equipment at the site of the Easement Area herein described.
D. Grantee has awarded a giant for the Reach 4 of the North Pacolet River
Streambank Stabilization and Riparian Corridor Restoration to Polk Soil and Water
Conservation District as Grant Agreement No. _2008 -418_, effective as of _March 21,
2011 , in consideration of which Polk Soil and Water Conservation District has agreed to
conduct a technical assessment to provide design plans, specifications, and bid
documents, obtain required permits, and record conservation easernents in preparation for
restoration of the project site which is approximately 1.2 miles of the North Pacolet River
from Hunting Country Road (SR1501) downstream to the North Carolina state line
( "Project ").
TERMS, PROVISIONS, & CONDITIONS
A. OPTION PERIOD. This Option shall remain in effect from the date that
this Option has been executed by the Grantor until the 21 of March 2016. This
Option shall be exercised upon posting, by certified mail, a written notice to the Grantor
at the following address: 5520 Hunting Country Road Tryon North Carolina 28782.
2

Exercise shall be deemed timely if such written notice is mailed on or before the date first
set forth in this paragraph.
B. CONSERVATION EASEMENT. It is understood and agreed that the
Conservation Easement herein granted fiurther allows, binds by mutual agreement, that
the Grantor shall convey and the Grantee shall receive a Conservation Easement in
the foim attached hereto as Exhibit A to perpetually protect the intent of said Project.
The conveyance of the Conservation Easement shall occur at the completion of the
Project and shall be based upon a metes and bounds description rendered by a
Professional Land Surveyor. Said Easement Area shall iun as the stream meanders,
extending approximately _50 feet from the top of the stream bank of said stream as
restored by work to be conducted by Polk Soil and Water Conservation District on the
Project, where physically possible.
C. EVIDENCE OF TITLE. Upon receipt of this signed Option, Grantee
may have title to the Easement Area examined, and if applicable, may obtain a
preliminary title insurance commitment. The title examination and /or commitment must
evidence the Grantor's ability to deliver title at closing as set forth below. All costs
necessary to procure the title examination and, if applicable, the title commitment and
final title insurance policy to be issued at closing, shall be the responsibility of the
Grantee.
D. TITLE. At closing, the Grantor shall convey good, insurable and
marketable title to the Conservation Easement together with all rights necessary to
protect the Easement Area in perpetuity, including legal access, all mineral rights and all
development rights, to the Grantee free and clear of all liens, encumbrances, restrictions,
rights, or exceptions except those of record that are acceptable to Grantee.
E. TITLE DEFECTS. If for any reason the Grantor cannot deliver title at
closing as required by Paragraph C of this Option, the Grantee may elect to a) accept the
Conservation Easement with title as is; b) refuse to accept the Conservation Easement;
or c) allow the Grantor additional time to pursue reasonable efforts to correct the
problem, including bringing any necessary quiet title actions or other lawsuits.
F. SUBJECT TO SURVEY AND DESIGN. It is understood and intended
that the final Easement Area and Conservation Easement under this option is subject to
final design, approval and survey by Grantee with these costs paid for as described in
Grant Agreement 2008 -418 .
G. DOCUMENTS FOR CLOSING. The Grantor shall execute and deliver
at closing a Conservation Easement, any owner's affidavits or documents required by a
title insurance company to remove the standard title policy exceptions, and any other
documents necessary to close in accordance with the terms of this Option. These
documents will be prepared at the expense of those specified in Grant Agreement 2008-
418 .
3

H. PROPERTY TAXES. Any delinquent real estate taxes and all levied
assessments are the Grantor's responsibility and should be satisfied of record by the
Grantor at or before closing. Any deferred taxes on the Easement Area, which become
due as a result of this conveyance, shall be the responsibility of the Grantor. Real estate
taxes for the year in which the transaction is closed shall be the responsibility of the
Grantor and not prorated, as Grantee is not receiving fee simple title.
I. MISCELLANEOUS CLOSING EXPENSES. The Grant Agreement
_2008 -418_ specifies who will pay any documentary stamp tax, real estate transfer fee or
any similar charge, and recording fees.
u J. POSSESSION. The Grantor will deliver possession of the Easement
Area to the Grantee at closing subject to no leases, mortgages, liens or other reserved
rights.
K. CONDITION OF PROPERTY/ RISK OF LOSS. The Grantor shall
not transfer or encumber any interests in the Easement Area prior to closing. The
Grantor shall keep the Easement Area in its current condition until closing and shall
prevent and refrain from any use of the Easement Area, for any purpose or in any
manner that would diminish its value or adversely affect the intended uses of Grantee.
In the event of any adverse change in the condition of the Easement Area, whether said
change is caused by Grantor or by forces beyond Grantor's control, Grantee may elect
to a) refuse to accept the property; b) accept the Property, or a portion thereof; or c)
require restoration of the Property to its condition at the time this Option was granted.
L. RIGHT OF ENTRY AND INSPECTION. Grantee and its agents shall
have the right to enter upon the Property at reasonable times for surveying, engineering,
conducting environmental inspections and assessments to detect hazardous or toxic
substances, and other reasonable purposes related to this transaction. Based upon the
results of the environmental inspections and assessments, or upon other conditions
revealed to be unsuitable to Grantee, Grantee may elect to refuse to accept the
Easement Area.
M. REMEDIES. In addition to any other remedy specifically set forth in this
Option, Grantee has the right to enforce the provisions of this Option through an action
for specific performance, injunctive relief, damages, contribution or any other available
proceedings in law or equity. The election of any one remedy available under this Option
shall not constitute a waiver of any other available remedies.
N. BINDING EFFECT. This Option becomes effective when signed by the
Grantor and shall then apply to and bind the Grantor and Grantor's heirs, executors,
administrators, successors, and assigns.
O. COMPLETE AGREEMENT. This Option constitutes the sole and
complete agreement between the parties and cannot be changed except by written
agreement.
4

P. NO WAIVER. No provision of the Option shall be deemed amended or
waived unless such amendment or waiver is set forth in a writing signed by Grantee. No
act or failure to act by Grantee shall be deemed a waiver of its rights hereunder, and no
waiver in any one circumstance or of any one provision shall be deemed a waiver in other
circumstances or of other provisions.
Q. ASSIGNMENT. The Grantee has the right to assign this Option. hi the
event of such assignment, the assignee will have all the rights, powers, privileges and
duties held by Grantee pursuant to this Option.

IN TESTIMONY THEREOF, the parties have hereunto set their hands and seals, or if
corporate have caused this instrument to be executed in their corporate names by their
duly authorized representatives as of the dates indicated below.
Grantor:
r
V.
Slanlqj Mink
By: �L04—A )t kLJZ--.,
1
liarbat ! Mink
NORTH CARqWA
COUNTY OF gncn"-%�>
I, k�-�, ��we ✓ , a Notary Public in and for the County and State
aforesaid, do hereby certify that �aKej ryl, „k Grantor, personally appeared
before me this day and acluiowledged the execution of the foregoing instrument.
IN WITNESS WISE F, I have hereunto set my hand and Notary Seal this the
_ day of :: JanLta v N 20 ID,
Notary Public
's
My commission expires �•�pverrs�e.� 1 oZ01
6

,2012
Ms. Sandra Reid
Polk County Soil and Water Conservation District
Post Office Box 236
Columbus, North Carolina 28722
Subject: Letter of Intent
Streambank Stabilization and Riparian Corridor Restoration Project
North Pacolet River, Reach 4
Polk County, North Carolina
Dear Ms. Reid, �� fmk'
This signed letter represents that I, ') Ids , property ownerSof a parcel adjacent to Reach
4 of the North Pacolet River in Polk County, North rolina, intend to participate in the streambank
stabilization and riparian corridor restoration project along Reach 4 by agreeing to sign an Option Agieement
and to place riparian buffer lands into permanent conservation through recordation of a Conservation
Easement, no less than 50 feet in width from the top of the North Pacolet River streambank landward onto
my property.
Sincerely,

+0"� P 1-6 -16
,2012 -
Ms. Sandra Reid
Polk County Soil and Water Conservation District
Post Office Box 236
Columbus, North Carolina 28722
Subject: Letter of Intent
Streambank Stabilization and Riparian Corridor Restoration Project
North Pacolet River, Reach 4
Polk County, North Carolina
Dear Ms. Reid,
This signed letter represents that I, `k�� , property owner of a parcel adjacent to Reach
4 of the North Pacolet River in Polk County, North-Carolina, intend to participate in the streambank
stabilization and riparian corridor restoration project along Reach 4 by agreeing to sign an Option Agreement
and to place riparian buffer lands into permanent conservation through recordation of a Conservation
Easement, no less than 50 feet in width from the top of the North Pacolet River streambank landward onto
my property.
Sincerely,
� Z
(signature)

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
November 27, 2013
Ms. Natalie Bouchard
Altamont Environmental, Inc.
231 Haywood Street
Asheville, North Carolina 28801
Dear Ms. Bouchard:
Subject: Federally Endangered and Threatened Species Assessment, North Pacolet River
Restoration Project, South of Columbus, Polk County, North Carolina
On November 13, 2013, we received a letter from you (via e -mail) in which you requested our
review and comments on the proposed project We have reviewed the information presented and
we are providing the following comments in accordance with the provisions of the Fish and
Wildlife Coordination Act, as amended (16 U.S.C. 661- 667e), and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531 -1543) (Act).
According to the information provided, the project consists of constructing stream restoration
and stream bank stabilization measures along 1.2 linear miles of the North Pacolet River.
Measures will include re- sloping stream banks and restoring riparian vegetation within a 50 -foot
corridor along the river. Your letter states that a Clean Water Act 404 Permit application will be
submitted to the U.S Army Corps of Engineers for the project
We have no objection to the proposed actions and support any efforts to restore and protect the
water quality in the project area. Based on the information provided and a review of our records,
no listed species or their habitats occur within the proposed project area. Therefore, we believe
the requirements under section 7 of the Act are fulfilled. However, obligations under section 7
of the Act must be reconsidered i£ (1) new information reveals impacts of this identified action
that may affect listed species or critical habitat in a manner not previously considered, (2) this
action is subsequently modified in a manner that was not considered in this review, or (3) a new
species is listed or critical habitat is determined that may be affected by the identified action.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at

828/258 -3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4 -2 -14 -042.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
2

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M Bartos, Administrator
Go%emor Pat McCrory
Secretary Susan Kluttz
July 29, 2013
Natalie Bouchard
Altamont Environmental, Inc.
231 Haywood Street
Asheville, NC 28801
Re. North Pacolet River Stream Restoration, Polk County, ER 13 -1327
Dear Ms Bouchard:
Thank you for your letter of June 26, 2013, concerning the above project
Office of Archives and History
Deputy Secretary Kevin Cherry
There are no known recorded archaeological sites within the project boundaries However, the project area has
never been systematically surveyed to determine the location or significance of archaeological resources. Based
on the topographic and hydrological situation and the density of archaeological sites in the area, there is a high
probability for the presence of prehistoric or historic archaeological sites
We recommend that a comprehensive survey be conducted by an experienced archaeologist to identify and
evaluate the significance of archaeological remains that may be damaged or destroyed by the proposed project
Potential effects on unknown resources must be assessed prior to the initiation of construction activities
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
construction activities
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at www archaeology ncdcr goy /ncarch /resource /consultants htm The archaeologists listed, or
any other experienced archaeologist, may be contacted to conduct the recommended survey.
We have determined that the project as proposed will not have an effect on any historic structures.
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
Location 109 East Jones Street, Raleigh NC 27601 Mailing Address 4617 Mail Sen ice Center, Raleigh NC 27699 -4617 Telephone /Fax [phone] -6599

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill- Earley, environmental review coordinator, at 919 -807 -6579 or renee'ledhill-
earley(,ncdcr.gov In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
600(Ramona M Bartos

United States Department of Agriculture
o MRCS
Natural Resources Conservation Service
1835 Assembly Street, Room 950
Columbia, SC 29201
Subject: ECS - Trip Report- Cultural Resources Inventory Date: 12/18/13
Proiect Location: Pacolet River, Reach 4, Polk Co. NC NRCS File Code: 420
Field Office: Polk Co.
Undertakings: Channel bed stabilization, streambank stabilization and shoreline protection.
Others Involved: Natalie Bouchard, Altamont Environmental Inc.
Visit Date: 12/12/13
Procedures:
The archeological survey of the planned APE included visual reconnaissance of surface soils
inside and adjacent to the planned APE and close inspection of all accessible riverbank soils.
Subsurface archeological investigation included deep shovel testing at 30 meter intervals
along the APE of the riverbank. All excavated soils were screened through 1/4 inch mesh
hardware cloth. This archeological investigation included portions of both sides of the river as
depicted on the attached topo map showing the planned APE.
Findings:
These investigations revealed that soils inside the APE have been heavily affected by river
dynamics. The majority of soils are primarily composed of river lain silty sand. Very little
evidence of stratified soil layers was evident in river bank exposures or in shovel test pits. At
the time of this survey the flood plain adjacent to this portion of the Pacolet River contained
several areas of standing water. It was also reported by the landowner that the flood plain
areas are very frequently flooded. As a result of the river dynamics in this area it is unlikely
that intact cultural zones exist along the APE corridor.
All visual reconnaissance inside the APE was negative for prehistoric cultural resources
(CR's). Approximately 50 meters outside of the APE of the East side of the Pacolet on the
surface one residual pottery sherd and two isolated quartz debitage flakes were discovered.
Intensive visual inspection and subsurface testing in the portion of the APE adjacent to these
finds were negative for any additional CR's.
Helping People Help the Land
An Equal Opportunity Provider and Employer
%r�S

Cultural Resources Inventory - Trip Report - Page 2
Visual reconnaissance revealed potential historic dikes dust outside of the APE along the east
side of the river. These dikes range in height from about five feet to around 15 feet. The
landowner believes they are natural formations and not man made. Several shovel tests were
focused on the higher, larger and oval shaped portion of this dike. These shovel tests were
conducted based on the assumption that if this landform was natural and in existence during
prehistoric time there would be high potential for human occupation /utilization of this
landform. Several large trees are present on the dike and appear to be around 100 years old.
Several of the overturned tree root balls were closely inspected. No evidence of any CR's
was discovered anywhere on the dike. The dike soils contain about five to seven centimeters
of topsoil over gravely clay subsoil and show no evidence of human deposition.
All subsurface archaeological shovel tests conducted for this project were negative for CR's.
Follow -up and Recommendations:
No evidence of cultural resources was discovered directly inside the planned APE. This
investigation revealed that there is low potential for intact or meaningful cultural resources to
be disturbed as a result of the planned undertakings.
It is recommended that impacts to the dike that extends along the east side of the river be
minimalized (i.e. don't use this structure for borrow soils, staging areas, do not breach it).
It is recommended that caution and vigilance be used during any ground disturbing activities.
Although it is low, there is still potential for previously undiscovered cultural resources and
human remains to be present when working along a large river floodplain.
Continue with planned assistance. Should any prehistoric or historic cultural resource(s) or
human remains be uncovered during NRCS assisted activities, all work must cease in the area
of the discovery. Steps should then be taken to secure and preserve the discovery and the
Cultural Resources Specialist should be contacted ASAP.
James Errante
NRCS Cultural Resources Specialist, NC -SC
cc:
Michael A. Sigmon, District Conservationist, Polk /Rutherford Co, NC
Matt Flint, State Resources Conservationist

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APPENDIX C — ASSESSMENT DATA
Bank Erosion Hazard Index (BEHI) Data
Shear Stress Calculations
Assessment of Existing Stream Condition

North Pacolet Reach 4
Bank Erosion and Hazard Index
River Left
Station
Start
Station
End
BEHI Rating
NBS Rating
Bank
Height (ft)
Predicted
Erosion
Rate (ft /yr)
Predicted
Erosion Rate
(ft ^3 /yr)
Predicted
Erosion Rate
(lbs /yr /ft)
0
300
Moderate
Low
14
002
84
34.72
300
350
Moderate
Low
16
0.02
16
39.68
350
475
Very High
Low
16
0.60
1200
119040
475
500
Moderate
Low
14
0.02
7
3472
500
675
Low
Low
2
0.01
3
1.98
675
750
Low
Low
13
0.01
8
12.90
750
775
Moderate
Moderate
14
005
18
86.80
775
850
Moderate
Moderate
13
0.05
49
8060
850
875
High
Low
13
0.10
33
161.20
875
1050
Moderate
Low
12
0.02
42
29.76
1050
1100
Moderate
Moderate
12
0.05
30
74.40
1100
1150
High
Moderate
12
0.15
90
223.20
1150
1325
Very High
Moderate
13
0.75
1706
1209.00
1325
1375
High
Moderate
8
0.15
60
148.80
1375
1400
High
Moderate
8
0.15
30
14880
1400
1425
Moderate
Low
6
0.02
3
14.88
1425
1525
Low
Low
7
0.01
6
6.94
1525
1600
Moderate
Low
11
0.02
17
2728
1600
1700
High
Low
10
0.10
100
124.00
1700
1800
High
Low
13
0.10
130
161.20
1800
1875
Moderate
Low
13
0.02
20
32.24
1875
2050
High
Low
11
0.10
193
136.40
2050
2250
Moderate
Low
10
0.02
40
24.80
2250
2400
Moderate
Low
10
002
30
24.80
2400
2500
Moderate
Low
17
002
34
4216
2500
2650
High
Moderate
15
015
338
279.00
2650
2700
Moderate
Moderate
12
0.05
30
74.40
2700
2775
Low
Low
5
0.01
3
4.96
2775
2825
Moderate
Low
4
0.02
4
9.92
2825
2875
High
Low
5
0.10
25
6200
2875
2900
Very High
Low
6
0.60
90
446.40
2900
3000
Very High
Extreme
7
1.50
1050
1302.00
3000
3075
Moderate
Extreme
7
0.35
184
303.80
3075
3100
High
Extreme
7
0.35
61
30380
3100
3200
High
Moderaate
9
0.15
135
167.40
3200
3325
High
Low
12
0.10
150
148.80
3325
3630
Moderate
Low
4
0.02
24
992
3630
3800
High
Low
10
010
170
124.00
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \BEHI Existing 1 of 2

North Pacolet Reach 4
Bank Erosion and Hazard Index
River Left
Station
Start
Station
End
BEHI Rating
NBS Rating
Bank
Height (ft)
Predicted
Erosion
Rate (ft/yr)
Predicted
Erosion Rate
(ft ^3 /yr)
Predicted
Erosion Rate'
(lbs /yr /ft)
3800
3900
High
Low
10
0.10
100
124.00
3900
3925
Very High
Moderate
11
0.75
206
1023.00
3925
4050
High
Moderate
10
0.15
188
186.00
4050
4325
Very High
Moderate
10
0.75
2063
930.00
4325
4400
High
Low
11
0.10
83
136.40
4400
4800
Moderate
Low
3
0.02
24
7.44
4800
4925
High
Moderate
10
0.15
188
18600
4925
5000
Very High
Moderate
12
0.75
675
111600
5000
5075
High
Low
2
0.10
15
24.80
5075
5400
High
Low
12
0.10
390
148.80
5400
5500
Moderate
Moderate
4
0.05
20
2480
5500
5600
High
Extreme
5
035
175
217.00
5600
5700
High
Extreme
10
0.35
350
43400
5700
6100
Very High
Low
10
0.60
2400
744.00
6100
6116
High
Low
10
0.10
16
12400
Total 1 13,101
Notes.
1 BEHI = Bank Erosion Hazard Index
2 NBS =Near Bank Shear Stress
3 BEHI analysis performed on June 4, 2013
4 Predicted erosion rates estimated from non published NRCS "North Carolina Stream Bank
Erodobility" curve
5. Assummed soil density of 124 Ib /ft^3
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \BEHI Existing 2 of 2

North Pacolet Reach 4
Bank Erosion and Hazard Index
River Right
Station
Start
Station
End
BEHI Rating
NBS Rating
Bank
Height (ft)
Predicted
Erosion Rate
(ft /yr)
Predicted
Erosion Rate
(ft ^3 /yr)
Predicted
Erosion Rate
(Ibs /yr /ft)
0
200
Moderate
Low
14
0.02
56
34.72
200
240
Very High
Low
12
06
288
89280
240
325
Moderate
Low
12
0.02
20
29.76
325
450
Low
Low
4
0 008
4
3.97
450
525
Moderate
Low
10
0.02
15
2480
525
600
Moderate
Low
12
0.02
18
29.76
600
625
Extreme
Moderate
13
2.3
748
3707.60
625
655
Very High
Moderate
15
075
338
139500
655
690
Extreme
Moderate
13
2.3
1047
3707.60
690
800
Moderate
Low
2
0.02
4
4.96
800
875
Low
Low
2
0.008
1
198
875
1100
Low
Low
12
0.008
22
11.90
1100
1150
Moderate
Low
2
0.02
2
4.96
1150
1375
Low
Low
4
0 008
7
397
1375
1425
Moderate
Low
10
0.02
10
24.80
1425
1450
Moderate
Low
9
0.02
5
2232
1450
1550
Moderate
Moderate
11
005
55
68.20
1550
1600
Moderate
Moderate
14
0.05
35
8680
1600
1700
Low
Low
14
0.008
11
1389
1700
1725
Low
Low
4
0 008
1
3.97
1725
1775
Moderate
Moderate
11
005
28
6820
1775
1825
Moderate
Moderate
13
0.05
33
8060
1825
1850
High
Low
13
01
33
161.20
1850
2000
Moderate
Low
8
0.02
24
1984
2000
2325
High
Low
12
0.1
390
14880
2325
2600
Moderate
Low
3
002
17
7.44
2600
2650
Moderate
Low
11
0.02
11
2728
2650
2675
High
Moderate
10
0.15
38
186.00
2675
2800
Moderate
Moderate
7
0.05
44
43.40
2800
2850
Moderate
Moderate
10
005
25
62.00
2850
2900
Low
Low
9
0.008
4
8.93
2900
3300
Moderate
Low
4
0.02
32
9.92
3300
3340
High
Moderate
11
0.15
66
20460
3340
3500
Very High
Moderate
14
0.75
1680
1302.00
3500
3550
Very High
Low
12
06
360
89280
3550
3650
High
Low
10
0.1
100
12400
3650
3700
High
Low
11
0.1
55
136.40
3700
3775
Moderate
High
8
012
72
11904
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \BEHI Existing 1 of 2

North Pacolet Reach 4
Bank Erosion and Hazard Index
River Right
Station
Start
Station
End
BEHI Rating
NBS Rating
Bank
Height (ft)
Predicted
Erosion Rate
(ft /yr)
Predicted
Erosion Rate
(ft ^3 /yr)
Predicted
Erosion Rate
(Ibs /yr /ft)
3775
3825
High
High
9
0.2
90
223.20
3825
3850
High
High
9
0.2
45
223.20
3850
3925
Moderate
Moderate
10
005
38
62.00
3925
4000
High
Low
10
0.1
75
124.00
4000
4250
High
Low
3
01
75
37.20
4250
4350
High
Low
10
0.1
100
12400
4350
4450
Moderate
Moderate
11
0.05
55
68.20
4450
4625
High
Moderate
12
0.15
315
22320
4625
4700
High
Moderate
13
015
146
241.80
4700
4750
Very High
Moderate
11
0.75
413
102300
4750
4900
Very High
Low
3
06
270
223.20
4900
5000
Very High
Low
10
06
600
74400
5000
5075
High
Moderate
10
015
113
186.00
5075
5200
Very High
Moderate
11
0.75
1031
102300
5200
5275
Very High
Moderate
4
0.75
225
37200
5275
5350
Very High
Moderate
11
0.75
619
1023.00
5350
5500
High
Moderate
11
015
248
204.60
5500
5600
High
Low
2
0.1
20
2480
5600
5700
High
Low
2
01
20
2480
5700
5850
High
Low
10
01
150
12400
5850
6116
Moderate
Low
9
002
48
22.32
Total 1 10,389 �
Notes.
1 BEHI = Bank Erosion Hazard Index
2 NBS =Near Bank Shear Stress
3 BEHI analysis performed on June 4, 2013
4. Predicted erosion rates estimated from non published NRCS "North Carolina Stream Bank
Erodobility" curve
5. Assummed soil density of 124 Ib /ft ^3
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \BEHI Existing 2 of 2

North Pacolet River
Reach 4 - Cross - section #2
Streambank Shear Stress Calculations
Find shear stress with z = yRHS
where y = 62 4 lb /ft3 (density of water)
RH = hydraulic radius (ft)
S = average stream slope (ft /ft)
Calculate shear stress for typical design cross - section for depths at the proposed bankfull bench
and the top of the terrace. Using channel dimensions from a cross - section measured by Altamont
personnel in the field (see Figure 1 below), calculate hydraulic radius for the following depth
conditions ( *Note: depth measured from deepest part of channel)
• Bankfull Depth 5 6 -ft
• Top of Terrace Depth 12 6 -ft
Set S = 0.00106 ft/ft (based on the longitudinal profile of Reach 4)
Area
RH _ Wetted Perimeter (WP)
Adjust calculated shear stress values to account for straikht sections of channel
Zmax = 1.5r
(Equation 9 of "Stability Thresholds for Stream Restoration Materials — ERDC TN- EMRRP -SR-
29" prepared by Craig Fischenich of the USAE Research and Development Center,
Environmental Laboratory, 3909 Halls Ferry Rd, Vicksburg, MS 39180, May 2001) -
Adiiist calculated shear stress values to account for channel sinuosity.
1-0 5
r.. = 2.65-r R, 1-0 5 W
Rc = Radius of Curvature:
Measured Rc values in Reach 4 Minimum 75 -ft Median 183 -ft Maximum. 374 -ft
W = Top Width of Channel
(Equation 10 of "Stability Thresholds for Stream Restoration Materials — ERDC TN- EMRRP-
SR-29" prepared by Craig Fischenich of the USAE Research and Development Center,
Environmental Laboratory, 3909 Halls Ferry Rd, Vicksburg, MS 39180, May 2001)
Table 1 below shows the calculated values for shear stress at various water elevations.
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \Shear stress calculations doc Page 1 of 2

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E N 6 1 N I I It I N G SC H Y n R O G F O 1 O G Y
231 HAYWOOD STREET, ASHEVILLE, NC 28801
TEL [phone] FAc 828 281 3351
www altamontenv iron mental com
ASSESSMENT OF EXISTING STREAM CONDITION
SUMMARY OF "EXISTING CONDITION" CATEGORIES FOR LEVEL IIII INVENTORY
Stream Name North Pacolet River, Reach 4
Location Polk County, North Carolina
Riparian Vegetation Narrow to non - existent buffers
provide little reinforcing root mass in several areas
Common invasives present privet, multiflora rose, and
honeysuckle
Stream Size, Stream order-50 sq mi , 3`d Order
Meander pattern Moderate Sinuosity
Channel Stability Rating (BEHi) Low to Extreme
Sediment supply (check appropriate category)
Extreme X
Very High
High
Moderate
Low
Streambed (vertical) stability
Aggradmg X
Degrading X
Stable
Width /depth ratio condition
Normal (stable)
High X
Very high
Streambank erosion Potential
Bank erodibility
Near -bank stress
Extreme X
Extreme X
High X
High X
Moderate X
Moderate X
Low X
Low X
General Remarks
Observers Z Price, N Bouchard
Stream Type G4c to C5 Date 4/17/13
Flow regime Southern Appalachian
Depositional pattern Channel Bars
Debris /channel blockages Woody Debris
Altered Channel State Unstable
Riffle Bankfull Dimension /shape
Width Min 56' Max 65' Median 61'
Depth Min 3 8' Max 4 6' Median 4 1'
Width /depth ratio Min 12 2 Max 163 Median 156
Patterns ( *show as funct Of bankfull width)
Meander length ratio* Min 2 8 Max 117
Median 7 4
Radius of curve ratio* Min 12 Max 61
Median 3 0
Belt width ratio* Min 2 1 Max 6 0 Median 3 7
Sinuosity 131
Profile
Water surface slope 00011
Valley slope 00014
Bed features
Riffle /pool X
Step /pool
Conver /divrg
Plane bed X
Other
Spacing*
Describe alterations
Streambanks on both sides of the river throughout much of Reach 4 are very steep, undercut, and rapidly
eroding, Bank height ratios (Top of Bank / Bankfull Height) exceed 2 for the majority of the reach Therefore large
flood events are not able to access a floodplain to dissipate energy This results in increased bank erosion rates Other
mayor problems contributing to the degradation in water quality include the lack of a continuous riparian buffer zone
and significant exotic invasive vegetation Historic landuse practices in the watershed have played a significant role in
the lack of riparian vegetation as indicated by historical aerial photography from the 1930s which shows pasture and
cropland cleared to the river's edge The tropical storms of late 2004 which exceeded a 100 -year recurrence interval,
had a devastating effect on the river The storms caused instantaneous morphological changes through erosion of the
stream channel and banks and accelerated rapid lateral and down valley migration These and more recent storms
have resulted in the continuing degradation and migration of the river which is evident today
P \Polk SWCD NRCS \North Pacolet Reach 4 \Submittals \Permitting \2014 PCN \Level IIi Assessment doc Page 1 o

APPENDIX D - PLAN SHEETS AND DETAIL SHEETS

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