20191674 Ver 1_DRAFT_RS_FB 05 UMBI_w Detaild Res Plan and 60 Pct_20191210

ID#* 20191674 Version* 1
Select Reviewer:*
Mac Haupt
Initial Review Completed Date 12/10/2019
Mitigation Project Submittal-12/10/2019
Is this a Prospectus, Technical Proposal or a New Site?* C Yes C No
Type of Mitigation Project:*
rJ Stream rJ Wetlands [Buffer ❑ Nutrient Offset
(Select all that apply)
Project Contact Information
Company/Owner:* Restoration Systems
Contact Name:*
Raymond Holz
Project Information
Email Address:*
[e-mail]
Project Type: O DMS C Mitigation Bank
Project Name: Blue Star Con -Gen Stream Mitigation Bank
County: Henderson
Document Information
Mitigation Document Type:*
Mitigation Bank Instrument
File Upload: DRAFT RS FB 05 UMBI w Detaild Res Plan and 60
52.64MB
Pct_Combined for Laserfiche_12-09-2019.pdf
Rease upload only one R7F of the conplete file that needs to be subnitted...
Signature
Print Name:* Raymond Holz
Signature:*

Page 1 of 13
AGREEMENT TO ESTABLISH THE RESTORATION SYSTEMS’ FRENCH BROAD
05 UMBRELLA MITIGATION BANK WITHIN THE STATE OF NORTH CAROLINA

U.S. Army Corps of Engineers (Corps) approval of this Instrument constitutes the
regulatory approval required for the RESTORATION SYSTEMS’ FRENCH BROAD 05
UMBRELLA MITIGATION BANK to be used to provide compensatory mitigation for
Department of the Army permits pursuant to 33 CFR 332.8(a)(1). This Instrument is not a
contract between the Sponsor or Property Owner and Corps or any other agency of the federal
government. Any dispute arising under this Instrument will not give rise to any claim by the
Sponsor or Property Owner for monetary damages. This provision is controlling notwithstanding
any other provision or statement in the Instrument to the contrary.

This Umbrella Mitigation Banking Instrument (UMBI) is made and entered into on the
day of _________, 2018, by Restoration Systems, LLC (Sponsor) and the Corps, and each of the
following agencies, upon its execution of this UMBI, the Environmental Protection Agency
(EPA), the U.S. Fish and Wildlife Service (FWS), the National Marine Fisheries Service
(NMFS), the North Carolina Wildlife Resources Commission (NCWRC), the State Historic
Preservation Office (SHPO) and the North Carolina Division of Water Resources (NCDWR).
The Corps, together with the State and Federal agencies that execute this UMBI, are hereinafter
collectively referred to as the Interagency Review Team (IRT).

WHEREAS the purpose of this agreement is to establish an umbrella mitigation bank
(Bank) providing compensatory mitigation for unavoidable wetland and/or stream impacts
separately authorized by Section 404 Clean Water Act permits and /or Section 10 of the Rivers
and Harbors Act permits in appropriate circumstances;

WHEREAS the agencies comprising the IRT agree that the Bank Sites are suitable
mitigation sites, and that implementation of the Mitigation Plans are likely to result in net gains
in wetland and/or stream functions at the Bank Sites, and have therefore approved the Mitigation
Plans;

THEREFORE, it is mutually agreed among the parties to this agreement that the
following provisions are adopted and will be implemented upon signature of this UMBI.

Section I: General Provisions

A. The Sponsor is responsible for assuring the success of the restoration, enhancement and
preservation activities at the Bank Sites, and for the overall operation and management of the
Bank. The Sponsor assumes the legal responsibility for providing the compensatory mitigation
once a permittee secures credits from the Sponsor and the District Engineer (DE) receives
documentation that confirms the Sponsor has accepted responsibility for providing the required
compensatory mitigation.

Page 2 of 13
B. The goal of the Umbrella Bank is to restore, enhance and preserve perennial and
intermittent stream systems, and associated riparian wetland systems, and their functions to
compensate in appropriate circumstances for unavoidable wetland and/or stream impacts
authorized by Section 404 of the Clean Water Act permits and/or Section 10 of the Rivers and
Harbors Act permits in circumstances deemed appropriate by the Corps after consultation,
through the permit review process, with members of the IRT.

C. Use of credits from the Bank to offset wetland and/or stream impacts authorized by Clean
Water Act permits must be in compliance with the Clean Water Act and implementing
regulations, including but not limited to the 404(b)(1) Guidelines, the National Environmental
Policy Act, and all other applicable Federal and State legislation, rules and regulations. This
agreement has been drafted in accordance with the regulations for Compensatory Mitigation for
Losses of Aquatic Resources effective June 9, 2008 (33 CFR Parts 325 and 332) (Mitigation
Rule).

D. The IRT shall be chaired by the DE of the Corps, Wilmington District (District). The IRT
shall review documentation for the establishment of Bank Sites. The IRT will also advise the DE
in assessing monitoring reports, recommending remedial measures, approving credit releases,
and approving modifications to this instrument. The IRT’s role and responsibilities are more
fully set forth in Sections 332.8 of the Mitigation Rule. The IRT will work to reach consensus on
its actions.

E. The DE, after consultation with the appropriate Federal and State review agencies
through the permit review process, shall make final decisions concerning the amount and type of
compensatory mitigation to be required for unavoidable, permitted wetland and/or stream
impacts, and whether or not the use of credits from the Bank is appropriate to offset those
impacts. In the case of permit applications and compensatory mitigation required solely under
the Section 401 Water Quality Certification rules of North Carolina, the NCDWR will determine
the amount of credits that can be withdrawn from the Bank. Any credits used to offset impacts
solely authorized by Section 401 cannot be used for other impacts authorized under Section 404
of the Clean Water Act or Section 10 of the Rivers and Harbors Act.

F. The parties to this agreement understand that a watershed approach to establish
compensatory mitigation must be used to the extent appropriate and practicable. Where
practicable, in-kind compensatory mitigation is preferred.

Section II: Geographic Service Area

The Geographic Service Area (GSA) is the designated area within which the Bank is authorized
to provide compensatory mitigation required by DA permits. The GSA for this Bank shall be
comprised of all areas contained within the Hydrologic Unit Code (HUC) 06010105 in North
Carolina (Appendix A). Credits must be used in the same 8-digit HUC in which they were
generated, and credits should be tracked on separate ledgers for each Bank Site. Use of a Bank

Page 3 of 13
Site to compensate for impacts beyond the GSA may be considered by the Corps or the
permitting agency on a case-by-case basis.

Section III: Mitigation Plans

Any Mitigation Plan submitted pursuant to this UMBI must contain the information listed in
332.4(c)(2) through (14) of the Compensatory Mitigation Rule.

A. The Sponsor will perform work described in all approved Mitigation Plans.

B. The Sponsor shall monitor Bank Sites as described in the approved Mitigation Plan(s),
until such time as the IRT determines that the performance standards described in the Mitigation
Plan(s) have been met.

C. Mitigation Plans submitted for inclusion in this bank (Appendix B) must meet the
requirements of any District guidance that is current at the time the proposed Bank Site is
submitted to the District and determined complete, including any updates made to monitoring
requirements, credit releases, long term management, or any other provisions that are required
and/or specifically addressed in the Mitigation Plan. The addition of any site to this instrument
shall be considered as a modification to this instrument, and processed in accordance with the
procedures set forth in the Mitigation Rule.

D. Authorized representatives of the IRT agencies will be allowed reasonable access to Bank
Site properties for the purposes of inspection and monitoring compliance for all Mitigation Plans
associated with this instrument.

Section IV: Reporting

A. The Sponsor shall submit to the DE, for distribution to each member of the IRT, an
annual report describing the current condition of the Bank Sites and the condition of the Bank
Sites in relation to the performance standards in the Mitigation Plan(s). The Sponsor shall
provide to the DE any monitoring reports described in the Mitigation Plan(s).

B. As part of each annual monitoring report, the Sponsor shall also provide ledger reports
documenting credit transactions as described in Section VIII of this UMBI.

C. Each time an approved credit transaction occurs, the Sponsor shall provide notification to
the DE within 30 days of the transaction. This notification shall consist of a summary of the
transaction and a full ledger report reflecting the changes from the transaction. Additionally,
signed copies of the Compensatory Mitigation Transfer of Responsibility Form shall be
submitted to the Corps Project Manager for the permit and the Corps Bank Manager for the Bank
Site.

Page 4 of 13
Section V: Remedial Action

A. The DE shall review the monitoring reports, as required in the Mitigation Plan(s), and
may, at any time, after consultation with the Sponsor and the IRT, direct the Sponsor to take
remedial action at the Bank Site(s). Remedial action(s) required by the DE shall be designed to
achieve the performance standards as specified in the Mitigation Plan(s). All remedial actions
required under this section shall include a work schedule and monitoring criteria that will take
into account physical and climactic conditions.

B. The Sponsor shall implement any remedial measures required pursuant to the above.

C. In the event the Sponsor determines that remedial action may be necessary to achieve the
required performance standards, it shall provide notice of such proposed remedial action to all
members of the IRT. No remedial actions shall be taken without the concurrence of the DE, in
consultation with the IRT.

Section VI: Use of Mitigation Credits

A. Description of credit classifications and provisions pertaining to the use of those credits
shall be provided in the Mitigation Plan(s) to be included in this Bank. Credit classifications
(e.g., cold water stream, cool water stream, warm water stream, coastal wetlands, non-riparian
wetlands, riparian non-riverine wetlands, and riparian riverine wetlands) will be in accordance
with current District guidance at the time the Mitigation Plan is submitted to the District. In
general, these classifications will be used to determine if a particular credit qualifies as “In -
Kind” mitigation. Exceptions to the use of “In-Kind” mitigation may be allowed at the discretion
of the permitting agencies on a case-by-case basis.

B. Wetland and stream compensation ratios are determined by the DE on a case-by-case
basis based on considerations of functions of the wetlands and/or streams impacted, the severity
of the wetland and/or stream impacts, the relative age of the Bank Site, whether the
compensatory mitigation is in-kind, and the physical proximity of the wetland and/or stream
impacts to the Bank Site.

C. Notwithstanding the above, all decisions concerning the appropriateness of using credits
from the Bank Sites to offset impacts to waters and wetlands, as well as all decisions concerning
the amount and type of such credits to be used to offset wetland and stream impacts authorized
by Department of the Army permits, shall be made by the DE, pursuant to Section 404 of the
Clean Water Act and implementing regulations and guidance. These decisions may include
notice to and consultation with the members of the IRT through the permit review process if the
DE determines this to be appropriate given the scope and nature of the impact. "Sponsor" cannot
convert any area slated to generate wetland mitigation credit to nutrient offset or riparian buffer
credit unless the IRT has determined that this area will not generate wetland mitigation credits."

Page 5 of 13
Section VII: Credit Release Schedule

A. All credit releases must be approved in writing by the DE, following consultation with
the IRT, based on a determination that required performance standards have been achieved.

B. A credit release schedule shall be provided in the site-specific Mitigation Plan(s) that are
included in the Bank. The credit release schedule will list all of the proposed credit releases and
any performance standards associated with those releases.

C. In general, the initial allocation of credits from any site included as part of this bank shall
be available for sale only after the completion of all of the following:

1. Execution of this UMBI by the Sponsor, the DE, and other agencies eligible for
membership in the IRT who choose to execute this UMBI, to include the approval of any
modifications to this agreement when new sites are added to it;
2. Approval of a final Mitigation Plan(s);
3. Confirmation that the Bank Site(s) have been secured;
4. Delivery of executed financial assurances as specified in the site-specific Mitigation
Plan(s);
5. Delivery of a copy of the recorded long-term protection mechanism as described in the
site-specific Mitigation Plan(s), as well as a title opinion covering the property acceptable
to the DE; and
6. Issuance of any DA permits necessary for construction of the Bank Site(s).

The Sponsor must initiate construction of the physical and biological improvements proposed in
the approved Mitigation Plans no later than the end of the first full growing season following the
initial sale of credits from each Bank Site. This provision does not apply to preservation-only
sites that do not include any physical or biological improvements. Subject to the Sponsor’s
continued satisfactory completion of all required performance standards and monitoring,
additional restoration mitigation credits will be available for sale by the Sponsor as specified in
the final Bank Site Mitigation Plan(s).

Section VIII: Accounting Procedures

A. The Sponsor shall develop accounting procedures acceptable to the DE for maintaining
accurate records of debits made from the Bank Sites. Such procedures shall include the
generation of a ledger for each Bank Site, by the Sponsor, detailing credits used at the time they
are debited from the Bank. All ledger reports shall identify credits debited and remaining by type
of credit and shall include for each reported debit the Corps ORM ID number for the DA permit
for which the credits were utilized and the permitted impacts for each resource type.

B. Each time an approved credit transaction occurs, the Sponsor shall notify the DE within
30 days of the transaction with a summary of the transaction and a full ledger report showing the

Page 6 of 13
changes made. Signed copies of the Transfer of Mitigation Responsibility form shall also be
submitted to the Corps permit Project Manager and the Corps Bank Manager for the Bank Site.

C. The Sponsor shall prepare an annual ledger report, on each anniversary of the date of
execution of this agreement, showing all credits used, any changes in credit availability (e.g.,
additional credits released, credit sales, suspended credits, etc.), and the beginning and ending
balance of remaining credits. The Sponsor shall submit the annual report to the DE, for
distribution to each member of the IRT, until such time as all of the credits have been utilized, or
this agreement is otherwise terminated.

Section IX: Financial Assurances

A. Financial assurances for the Bank Sites will be detailed in the site-specific Mitigation
Plan(s). The Sponsor shall provide financial assurances in a form acceptable to the DE, sufficient
to assure completion of all mitigation work, required reporting and monitoring, and any remedial
work required pursuant to this UMBI. The financial assurance value should be based on the cost
of doing the mitigation work, including costs for land acquisition (if applicable), planning and
engineering, legal fees, mobilization, construction, and monitoring. For preservation only Bank
Sites, no financial assurances will generally be required unless there are specific activities
necessary to ensure the successful preservation of resources on the site, in which case
appropriate financial assurances may still be required.

B. All financial assurances shall be made payable to a standby trust or to a third-party
designee, acceptable to the Corps, who agrees to complete the project or provide alternative
mitigation. Financial assurances structured to provide funds to the Corps in the event of default
by the Bank Sponsor are not acceptable.

C. The form and amount of financial assurances must be stated in the Mitigation Plan for
each Bank Site in order for the Mitigation Plan to be approved. This must include the name of
the specific provider of those assurances and the method by which the financial assurances will
be provided in the event that they must be utilized. Original copies of the financial assurance
documents must be provided to the DE prior to the initial release of credits.

D. A financial assurance must be in the form that ensures that the DE receives notification at
least 120 days in advance of any termination or revocation.

Section X: Site Protection

A. The Sponsor shall grant a Conservation Easement (CE) in a form acceptable to the DE,
sufficient to protect the Bank Site(s) in perpetuity. The CE shall be perpetual, preserve all natural
areas, and prohibit all uses of the property inconsistent with its use as mitigation property,
including any activity that would materially alter the biological integrity or functional and
educational value of wetlands or streams within the Bank Site(s), consistent with the Mitigation
Plan(s). The purpose of the CE will be to assure that future use of the Bank Site(s) will result in

Page 7 of 13
the restoration, protection, maintenance and enhancement of wetland and/or stream functions
described in the Mitigation Plan(s). The name and contact information for the Corps approved
easement holder and a copy of the CE template will be provided in the Bank Site Mitigation
Plans(s).

B. The Sponsor shall deliver a title opinion acceptable to the DE covering the Bank Site
property. The property shall be free and clear of any encumbrances that would conflict with its
use as mitigation, including, but not limited to, any liens that have priority over the recorded CE.

C. Subsequent to the recording of the CE, the Sponsor may convey the Bank Site property
either in fee or by granting an easement to a qualified land trust, state agency, or other
appropriate nonprofit organization approved by the Corps. The Sponsor is responsible for
ensuring that the CE is re-recorded so that it remains within the chain of title. The terms and
conditions of this conveyance shall not conflict with the intent and provisions of the CE nor shall
such conveyance enlarge or modify the uses specified in the easement. The CE must contain a
provision requiring 60 day advance notification to the DE before any action is taken to void or
modify the CE, including transfer of title to, or establishment of any other legal claims over, the
Bank Site.

Section XI: Long-term Management

A. The Sponsor shall implement the long-term management plan as described in each site-
specific Mitigation Plan. The name and contact information for the party responsible for long-
term management will be included in all Bank Site Mitigation Plans.

B. The long-term management plan will include a list of annual maintenance, monitoring,
and/or repair activities for the Bank Site(s), the associated annual cost for each activity, and the
required total amount necessary to provide all future site management. The long-term
management plan should explain how the funds will be managed and provided to the designated
long-term manager (e.g., an endowment managed through a separate account holder). The long-
term management plan should include a contingency section that addresses how the
responsibility and funding for the long-term site management will be passed on to a new
manager in the event that the selected long-term management entity is no longer able to provide
for management of the site.

Section XII: Default and Closure

A. The Sponsor shall establish and/or maintain Bank Sites until (i) credits have been
exhausted or banking activity is voluntarily terminated with written notice by the Sponsor
provided to the DE and other members of the IRT; and (ii) it has been determined and agreed
upon by the DE and IRT that the debited Bank Site has satisfied all the conditions herein and in
the associated Bank Site Mitigation Plan. If the DE determines that the Bank Site is not meeting
performance standards or complying with the terms of this UMBI, appropriate action will be
taken. Such actions may include, but are not limited to, suspending credit sales, adaptive

Page 8 of 13
management, decreasing available credits, utilizing financial assurances, and terminating the
instrument.

B. Any delay or failure of Sponsor shall not constitute a default hereunder if and to the
extent that such delay or failure is primarily caused by any act, event or conditions beyond the
Sponsor’s reasonable control and significantly adversely affects its ability to perform its
obligations hereunder including: (i) acts of God, lightning, earthquake, fire, landslide, or
interference by third parties; (ii) condemnation or other taking by any governmental body; (iii)
change in applicable law, regulation, rule, ordinance or permit condition, or the interpretation or
enforcement thereof; (iv) any order, judgment, action or determination of any federal, state or
local court, administrative agency or government body; or (v) the suspension or interruption of
any permit, license, consent, authorization or approval. If the performance of the Sponsor is
affected by any such event, Sponsor shall give written notice thereof to the IRT as soon as is
reasonably practicable. If such event occurs before the final availability of all credits for sale, the
Sponsor shall take remedial action to restore the property to its condition prior to such event, in a
manner sufficient to provide adequate mitigation to cover credits that were sold prior to such
delay or failure to compensate for impacts to waters, including wetlands, authorized by
Department of the Army permits. Such remedial action shall be taken by the Sponsor only to the
extent necessary and appropriate, as determined by the IRT.

C. At the end of the Bank Site monitoring period, upon satisfaction of the performance standards,
the Sponsor may submit a request to the DE for Bank Site close out. The DE, in consultation
with the IRT, shall use best efforts to review and comment on the request within 60 days of such
submittal. If the DE determines the Sponsor has achieved the performance standards in
accordance with the Bank Site Mitigation Plan and all obligations under this UMBI, the DE shall
issue a close out letter to the Sponsor.

Section XIII: Miscellaneous

A. Any agency participant may terminate its participation in this agreement with notice in
writing to all other parties to this agreement. Termination shall be effective seven (7) days from
placing written notices in the United States mail. Member withdrawal shall not affect any prior
sale of credits and all remaining parties shall continue to implement and enforce the terms of this
UMBI.

B. Modification of this UMBI shall be in accordance with the procedures set forth in 332.8 of the
mitigation rule.

C. No third party shall be deemed a beneficiary hereof and no one except the signatories hereof,
their successors and assigns, shall be entitled to seek enforcement hereof.

D. This UMBI constitutes the entire agreement between the parties concerning the subject matter
hereof and supersedes all prior agreements or undertakings.

Page 9 of 13
E. In the event any one or more of the provisions contained in this UMBI are held to be invalid,
illegal or unenforceable in any respect, such invalidity, illegality or unenforceablility will not
affect any other provisions hereof, and this UMBI shall be construed as if such invalid, illegal or
unenforceable provision had not been contained herein.

F. This UMBI shall be governed by and construed in accordance with the laws of North Carolina
and the United States as appropriate.

G. This UMBI may be executed by the parties in any combination, in one or more counterparts,
all of which together shall constitute but one and the same instrument.

H. The terms and conditions of this UMBI shall be binding upon, and inure to the benefit of the
parties hereto and their respective successors.

I. All notices and required reports shall be sent by regular mail to each of the parties at their
respective addresses, provided below.

Sponsor:
Mr. John Preyer President
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604

USACE:
Ms. Kimberly Browning
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

USEPA:
Mr. Todd Bowers
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303

USFWS:
Mr. Byron Hamstead
Review of USACE Permitted Projects
U.S. Fish and Wildlife Service
160 Zillicoa St.
Asheville, NC 28801

NCWRC:
Travis Wilson
North Carolina Wildlife Resources
Commission
1701 Mail Service Center
Raleigh, NC 27699-1700

NCDWR:
Mac Haupt
Division of Water Resources
North Carolina Department of Environment
and Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535

NCSHPO
State Historic Preservation Office
Renee Gledhill-Earley
4617 Mail Service Center
109 E. Jones Street
Raleigh, North Carolina 27699-4617

Page 10 of 13

IN WITNESS WHEREOF, the parties hereto have executed this Agreement entitled
“Agreement To Establish The Cape Fear 02 Umbrella Mitigation Bank within the State of
North Carolina”:

Sponsor:

By: _________________________ Date: ___________________

U.S. Army Corps of Engineers:

By: _________________________ Date: ___________________

11
IN WITNESS WHEREOF, the parties hereto have executed this Agreement entitled
“Agreement To Establish The Cape Fear 02 Umbrella Mitigation Bank, within the State of
North Carolina”:

U.S. Environmental Protection Agency:

By: _________________________ Date: ___________________

U.S. Fish and Wildlife Service:

By: _________________________ Date: ___________________

N.C. Division of Water Resources:

By: _________________________ Date: ___________________

N.C. Wildlife Resources Commission:

By: _________________________ Date: ___________________

NC State Historic Preservation Office:

By: _________________________ Date: ___________________

National Marine Fisheries Service:

12
List of Appendices

Appendix A: Geographic Service Area Map

Appendix B: Bank Site Mitigation Plans

³LegendBLUE STARCONGEN STREAMMITIGATION BANKSITE

Appendix B: Bank Site Mitigation Plans
DRAFT DETAILED RESTORATION PLAN

RESTORATION SYTEMS’
FRENCH BROAD 05 UMBRELLA MITIGATION BANK

DEVELOPED THROUGH
RESTORATION, ENHANCEMENT, & PRESERVATION OF THE
BLUE STAR CON-GEN STREAM MITIGATION SITE

SAW-2018-0707

Henderson County, North Carolina

Prepared for:
The North Carolina Inter-Agency Review Team;
for distribution and comment

Sponsored by:
Restoration Systems, LLC

POC: Raymond Holz
Ph: 919-755-9490
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604

Prepared by:
Axiom Environmental, Inc.

POC: Grant Lewis
218 Snow Avenue
Raleigh, North Carolina 27603

December 9, 2019

Blue Star Con-Gen Mitigation Site Table of Contents i
French Broad 05 Umbrella Mitigation Bank
TABLE OF CONTENTS
INTRODUCTION .................................................................................................................................................... 1
Site Location ........................................................................................................................................... 1
Site Summary ......................................................................................................................................... 1
Project Components and Structure ........................................................................................................ 2
FUNCTIONAL UPLIFT & PROJECT GOALS/OBJECTIVES ......................................................................................... 3
WATERSHED APPROACH ...................................................................................................................................... 7
Watershed Environmental Concerns and Mitigation Needs .................................................................. 7
Land Use/Development Trends .............................................................................................................. 7
Site Selection .......................................................................................................................................... 8
SITE PROTECTION ................................................................................................................................................. 8
BASELINE/EXISTING CONDITIONS ........................................................................................................................ 8
Physiography, Topography, and Land Use ............................................................................................. 9
Water Quality ......................................................................................................................................... 9
Soils and Land Form ............................................................................................................................... 9
Jurisdictional Streams and Wetlands ................................................................................................... 10
Stream Characterization ....................................................................................................................... 10
REFERENCE STUDIES .......................................................................................................................................... 11
Channel Classification ........................................................................................................................... 11
Reference Forest Ecosystem ................................................................................................................ 12
CHANNEL STABILITY ASSESSMENT ..................................................................................................................... 12
Bankfull Verification ............................................................................................................................. 14
SITE DESIGN AND IMPLEMENTATION CONSTRAINTS ........................................................................................ 14
Threatened & Endangered Species ...................................................................................................... 15
NCNHP Records .................................................................................................................................... 17
Cultural Resources ................................................................................................................................ 17
FEMA .................................................................................................................................................... 17
Air Transport Facilities .......................................................................................................................... 17
Permitting ............................................................................................................................................. 17
CREDIT DETERMINATION & RELEASE ................................................................................................................. 18
Credit Determination ........................................................................................................................... 18
Credit Release Schedule ....................................................................................................................... 18
MITIGATION WORK PLAN .................................................................................................................................. 18
Stream Restoration .............................................................................................................................. 19
Stream Enhancement (Level I) ............................................................................................................. 20
Stream Preservation ............................................................................................................................. 20
Individual Reach Descriptions .............................................................................................................. 21
10.4.1 Mud Creek ........................................................................................................................ 21
10.4.2 UT 1 ................................................................................................................................... 22
10.4.3 UT 2 ................................................................................................................................... 23
10.4.4 UT 3 ................................................................................................................................... 24
Vegetation Planting .............................................................................................................................. 24
Nuisance Species Management ........................................................................................................... 25
PERFORMANCE STANDARDS & MONITORING REQUIREMENTS ........................................................................ 25
Success Criteria ..................................................................................................................................... 26
Compatibility with Project Goals .......................................................................................................... 27
MAINTENANCE AND CONTINGENCY PLAN ........................................................................................................ 28
Stream Instability ................................................................................................................................. 28
Vegetation ............................................................................................................................................ 28
Invasive Species .................................................................................................................................... 29
LONG-TERM MANAGEMENT PLAN .................................................................................................................... 29
ADAPTIVE MANAGEMENT PLAN ........................................................................................................................ 29
FINANCIAL ASSURANCES .................................................................................................................................... 30
Other Financial Assurance Requirements ............................................................................................ 30
CONCLUSIONS .................................................................................................................................................... 30
REFERENCES ....................................................................................................................................................... 32

Blue Star Con-Gen Mitigation Site Table of Contents ii
French Broad 05 Umbrella Mitigation Bank

LIST OF TABLES
Table 1. Proposed Mitigation Units .............................................................................................................................. 2
Table 2. Project Mitigation Assets and Components .................................................................................................... 3
Table 2B. Mitigation Site Credit Summary .................................................................................................................... 3
Table 3A. NC SAM Summary ......................................................................................................................................... 5
Table 3B. Stream Targeted Functions, Goals, and Objectives ...................................................................................... 6
Table 4. Population Growth .......................................................................................................................................... 8
Table 5. Web Soil Survey Soils ...................................................................................................................................... 9
Table 6. Reference Bankfull Cross-Sectional Area ...................................................................................................... 11
Table 7. Reference Forest Ecosystem ......................................................................................................................... 12
Table 8. Stream Power () and Shear Stress () Values ............................................................................................. 13
Table 9. Reference Reach Bankfull Discharge Analysis ............................................................................................... 14
Table 10. Threatened and Endangered Species .......................................................................................................... 15
Table 11. Monitoring Schedule ................................................................................................................................... 25
Table 12. Monitoring Summary .................................................................................................................................. 25
Table 13. Monitoring Success Criteria ........................................................................................................................ 27
Table 14. Functional Goals and Performance Standards ............................................................................................ 28
Table 15. Proposed Mitigation Units .......................................................................................................................... 31

APPENDICES
Appendix A. Figures
Figure 1. Bank Location
Figure 2. Hydrologic Unit Map
Figure 3. Topography, Drainage Area, and Impervious Cover
Figure 4. Existing Conditions
Figure 5A. Drainage Area Reference Sites
Figure 5B. Existing Conditions Reference Sites
Figures 5C-5D. Reference Dimension, Pattern, and Profile
Figures 6A-6B. Restoration Plan
Figure 7. Proposed Dimension Pattern and Profile
Figures 8A-8C. Typical Structure Details
Figures 9A-9B. Planting Plan
Figures 10A-10B. Monitoring Plan

Appendix B. Stream Data
Appendix C. Site Conservation Easement (USACE Wilmington Dist.)
Appendix D. Jurisdictional Determination
Appendix E. Morphology Tables and Existing Conditions Stream Data
Appendix F. Regional Regression Equations
Appendix G. Conserving Carolina 2018 Annual Report
Appendix H. Long-Term Management
Appendix I. Financial Assurances
Appendix J. T&E Survey Data

Blue Star Con-Gen Mitigation Site Page 1
French Broad 05 Umbrella Mitigation Bank
SITE MITIGATION PLAN
RESTORATION SYSTEMS’ FRENCH BROAD 05 UMBRELLA MITIGATION BANK
RESTORATION, ENHANCEMENT, & PRESERVATION OF
THE BLUE STAR CON-GEN STREAM MITIGATION SITE

Henderson County, North Carolina

INTRODUCTION
Restoration Systems, LLC (“the Sponsor”) is pleased to propose the Blue Star Con-Gen Stream Mitigation
Site (hereafter referred to as the “Site”) for inclusion into the Restoration Systems French Broad 05
Umbrella Mitigation Bank (“the Bank”). The proposed umbrella structure of the Bank is designed to
initially permit the establishment of a stream and/or wetland mitigation site, while enabling the
establishment of future mitigation sites not yet identified. The Site proposed under this Mitigation Plan,
is the in Henderson County (Figure 1, Appendix A). The Site and all future sites are located in the French
Broad 05 basin within United States Geological Survey 8-digit HUC 06010105 (Figures 1 and 2, Appendix
A).

Site Location
The Blue Star Con-Gen Stream Mitigation Site is located 6 miles southwest of Hendersonville and 10 miles
east of Brevard, immediately south of Crab Creek Road (SR 1127) on the southwest side of Camp Blue Star
off Blue Star Way.

Directions to the Site from Asheville:
• Take I-26 E out of Asheville; travel ~22 miles
• Take exit 49B and merge onto US-64 W/4 Seasons Blvd
• After 2 miles, turn left onto Church Street; travel 0.6 miles
• Turn right onto Kanuga Road and after 3.9 miles, continue onto Crab Creek Road
• After 3.3 miles, turn left onto Blue Star Way
• The Site can be accessed after ~0.8 mile
o Latitude, Longitude 35.2426, -82.5459 (WGS84)

Site Summary
The Site contains the upper reaches of Mud Creek and two unnamed tributaries (UTs) to Mud Creek, which
are designated as cool water habitat by the North Carolina Wildlife Resource Commission (NCWRC)
(USACE et al. 2003). Historically the Site contained an approximately 4.5-acre impoundment on Mud
Creek and its tributaries. In August of 2016 the impoundment standpipe was compromised, causing a
slow leak beneath the earthen dam. The slow leak scoured the outfall pipe beneath the earthen dam,
which eventually may have resulted in future dam failure. Subsequently, in the fall of 2016 the
impoundment was purposefully drained to remove the risk of catastrophic dam failure and to investigate
the extent of damage. In July/August of 2017 engineers investigated the drain pipe with remote cameras.
The investigation revealed the broken drain pipe was scouring earthen material beneath the dam,
resulting in the dam being condemned for safety reasons. Subsequently, the stand pipe and tower were
completely removed and the impoundment was permanently dewatered.

The current Site condition remains a drained pond bed largely characterized by open soil and sparse
herbaceous vegetation. Extensive sediment deposition has accumulated at the upper reaches of the
historic impoundment (approximately 5 feet in depth at the upper reaches of the pond), where sediment
has fallen out of the water column as stream flow entered slack water areas of the pond. These sediments

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are sandy in nature and extensive seepage of groundwater through the course material has resulted in
wetland vegetation colonizing the upper reaches of the pond bed. The earthen dam remnants hold water
draining through the Site as the remnants of the stand pipe are elevated slightly above the ground surface.
During large rain events stormwater attenuates behind the dam and slowly bleeds through the pipe over
time. The attenuation of water and ponding of behind the dam has expanded wetland vegetation
establishment.

Streams cutting through the sediment transport coarse, sandy material to the back water pond at the
base of the pond dam. It appears material used in dam construction was excavated from the valley walls,
leading to wider, flatter valleys than the upstream reference/preservation reaches.

Project Components and Structure
Mitigation options outlined in this report are designed to provide 2806.733 cool water habitat SMUs, as
calculated in accordance with the requirements stipulated in applicable guidance (IRT 2016 [Wilmington
District Stream and Wetland Compensatory Mitigation Update]). Proposed Mitigation Units are presented
below.

Table 1. Proposed Mitigation Units
Mitigation Type
Perennial Cool Water
Streams
(linear feet*)
Ratio Cool Water Stream
Mitigation Units
Restoration 2091 1:1 2091.000
Enhancement (Level I) 278 1.5:1 185.333
Preservation 3978 7.5:1 530.400
Totals 6347 -- 2806.733 SMU
Note: * linear feet are calculated using center of bankfull channel.

The proposed easement, existing conditions, and proposed mitigation activities are depicted in Figures 4
and 6A-6E (Appendix A). The Site provides for restoration and protection of aquatic resources within a
conservation easement and will result in net gains in hydrology, water quality, and habitat functions. A
summary of mitigation activities includes the following.

• Providing 2806.733 cool water SMUs, as calculated in accordance with the requirements
stipulated in IRT 2016.
o Restoring approximately 2091 linear feet of perennial stream channel by removing the
remaining dam, reducing excess sediments within the Site, and constructing stable stream
channesl in the historic floodplain location and elevation.
o Enhancing (Level I) approximately 278 linear feet of stream channel by daylighting streams in
place and removing sediment accumulated in the valley.
o Preserving approximately 3978 linear feet of stable stream channel at the headwaters of the
Site to protect downstream resources.
• Revegetating floodplains and slopes adjacent to restored streams.
• Protecting the Site in perpetuity with a conservation easement.

Project assets and components, as well as a Site Credit Summary are summarized in Tables 2A - 2B.

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Table 2. Project Mitigation Assets and Components
Reach Stationing Mitigation Plan
Footage**
Restoration
Level*
Mitigation
Ratio
Mitigation
Credits Notes/Comments
Mud Cr
00+00 - 31+81 3181-308=2873 Preservation 7.5:1 383.067
308 lf is outside of the
easement at three separate
road crossings and is
therefore non-credit
generating
31+81 - 42+58 1077 Restoration 1:1 1077.000 --
42+58 – 44+87 229 Preservation 7.5:1 30.533 --
UT-1
00+00 - 06+41 641 Preservation 7.5:1 85.333 --
06+41 – 09+19 278 EI 1.5:1 185.333 --
09+19 - 18+50 931-68=863 Restoration 1:1 863.000
68 lf is outside of the
easement and therefore is
non-credit generating
UT-2
00+77 - 02+19 142 Preservation 7.5:1 18.933 --
02+19 - 03+70 151 Restoration 1:1 151.000 --
UT-3 00+00 - 00+93 93 Preservation 7.5:1 12.400 --
Note: *EI= Enhancement (Level I)
Note: ** footage is calculated using center of bankfull channel.

Table 2B. Mitigation Site Credit Summary
Mitigation Type Streams
(linear feet) Ratio Stream
Mitigation Units
Restoration 2091 1:1 2091.000
Enhancement (Level I) 278 1.5:1 185.333
Preservation 3978 7.5:1 530.400
Total 6347 2806.733

FUNCTIONAL UPLIFT & PROJECT GOALS/OBJECTIVES
The Site is located within Targeted Local Watershed (TLW) 06010105030020 and is located in the Mud
Creek Local Watershed Planning (LWP) area (MCWRC 2003). According to the Watershed Restoration
Plan for the Mud Creek Watershed, documented stressors include stormwater flows from areas with a
high percentage of impervious cover, aquatic habitat degradation, unstable stream banks,
modified/channelized stream channels, degraded riparian buffers, sediment inputs, nutrient enrichment,
and fecal coliform inputs. Project activities address some of the stressors in the Mud Creek Watershed as
well as the French Broad River Basin Restoration Priorities (RBRP) goals outlined below (Site specific
information follows each RBRP goal in parenthesis) (NCEEP 2009).

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1. Focus restoration efforts in the Mud Creek and South Hominy Creek LWP areas; this goal is specific
to 8-digit HUC 06010105 (the Site is located in the upper reaches of the Mud Creek watershed)
2. Reduce sediment inputs (sediment deposition resulting from the impoundment will be removed
and stabilized, streams will be restored to the proper dimension so that stream banks no longer
erode, and riparian areas will be forested planted with native forest vegetation);
3. Reduce nutrient inputs (riparian areas will be planted with native forest vegetation);
4. Restore riparian buffers (riparian areas will be protected and/or planted with native forest
vegetation);
5. Stabilize stream banks (restoring stable channels at the historic floodplain location and elevation,
and enhancing oversized and incised channels by raising the stream invert and using grade
control/habitat structures);
6. Restore and/or protect aquatic habitat (restoring aquatic habitat in restoration and enhancement
[Level I] reaches by installing grade control/habitat structures, coarsening channel bed materials,
reducing sediments, and planting woody riparian buffers to provide shade and organic matter to
streams);
7. Reduce fecal coliform inputs (NA);
8. Implementation of agriculture BMPs (NA).

Site specific mitigation goals and objectives have been developed through the use of North Carolina
Stream Assessment Method (NC SAM) analyses of existing and reference stream systems at the Site (NC
SFAT 2015). These methodologies rate functional metrics for streams as high, medium, or low based on
field data collected on forms and transferred into a rating calculator. Using Boolean logic, the rating
calculator assigns a high, medium, or low value for each metric and overall function of the stream. Site
functional assessment data forms are available upon request and model output is included in Appendix B.

Tables 3A and 3B summarize NC SAM metrics targeted for functional uplift and the corresponding
mitigation activities proposed to provide functional uplift. Metrics targeted to meet the Site’s goals and
objectives are depicted in bold.

Based on NC SAM output, two primary stream functional metrics (Hydrology and Habitat), as well as 16
of 23 sub metrics are under-performing as exhibited by a LOW metric rating. These same metrics
measured in relatively undisturbed reference reaches (located in the upstream Mud Creek and UT1
preservation reaches) exhibit HIGH metric ratings for each of the three primary stream functional metrics
as well as overall (see Figure 4, Appendix A for NC SAM data reaches). LOW performing metrics are to be
targeted for functional uplift through mitigation activities, goals and objectives, as well as, monitoring and
success criteria.

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Table 3A. NC SAM Summary
NC SAM Function Class Rating Summary
SAM #1
Mud Creek
Preservation
Reference
SAM #2
Old Pond Bed
SAM #3
UT1 Upstream
Preservation
Reference
(1) HYDROLOGY HIGH LOW HIGH
(2) Baseflow HIGH HIGH HIGH
(2) Flood Flow HIGH LOW HIGH
(3) Streamside Area Attenuation HIGH LOW MEDIUM
(4) Floodplain Access HIGH LOW MEDIUM
(4) Wooded Riparian Buffer HIGH LOW HIGH
(3) Stream Stability HIGH LOW HIGH
(4) Channel Stability HIGH LOW HIGH
(4) Sediment Transport HIGH LOW MEDIUM
(4) Stream Geomorphology HIGH LOW HIGH
(1) WATER QUALITY HIGH HIGH HIGH
(2) Baseflow HIGH HIGH HIGH
(2) Stream-side Area Vegetation HIGH LOW MEDIUM
(3) Upland Pollutant Filtration HIGH MEDIUM MEDIUM
(3) Thermoregulation HIGH LOW HIGH
(2) Indicators of Stressors NO NO NO
(2) Aquatic Life tolerance HIGH HIGH HIGH
(1) HABITAT HIGH LOW HIGH
(2) In-stream Habitat HIGH LOW HIGH
(3) Baseflow HIGH HIGH HIGH
(3) Substrate HIGH LOW MEDIUM
(3) Stream Stability HIGH LOW HIGH
(3) In-Stream Habitat HIGH MEDIUM HIGH
(2) Stream-side Habitat HIGH LOW HIGH
(3) Stream-side Habitat HIGH LOW HIGH
(3) Thermoregulation HIGH LOW HIGH
OVERALL HIGH LOW HIGH

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Table 3B. Stream Targeted Functions, Goals, and Objectives
Targeted Functions Goals Objectives
(1) HYDROLOGY
(2) Flood Flow (Floodplain Access)
• Attenuate flood flow across the Site.
• Connect streams to floodplains or
floodplain benches.
• Construct new channel at historic floodplain location and elevation to restore
overbank flows
• Remove accumulated sediment from stream floodplains
• Plant woody riparian buffer
• Protect riparian buffers with a perpetual conservation easement
(3) Streamside Area Attenuation
(4) Floodplain Access
(4) Wooded Riparian Buffer
(3) Stream Stability
• Increase stream stability within the Site
so that channels are neither aggrading
nor degrading.
• Construct channels with proper pattern, dimension, longitudinal profile, and
substrate
• Stabilize stream banks
• Plant woody riparian buffer
• Provide grade control/habitat structures
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(1) WATER QUALITY
(2) Streamside Area Vegetation • Reduce sediment inputs from the Site
and subsequent contributions to
downstream waters.
• Plant woody riparian buffer
• Remove an earthen dam to promote natural stream flow dynamics (4) Thermoregulation
(1) HABITAT
(2) In-stream Habitat
• Improve instream and stream-side
habitat.
• Construct stable channels with cobble substrate at historic floodplain location
and elevation
• Plant woody riparian buffer to provide organic matter and shade
• Protect riparian buffers with a perpetual conservation easement
• Provide grade control/habitat structures
(3) Substrate
(3) Stream Stability
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation

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WATERSHED APPROACH
Watershed Environmental Concerns and Mitigation Needs
The Site is located in the French Broad River Basin 8-digit USGS Cataloging Unit (CU) 06010105, more
specifically in the Mud Creek/Bat Fork/Devils Fork 14-digit TLW 06010105030020 and the Mud Creek LWP
area. The French Broad RBRP states that in the 8-digit HUC 06010105 restoration efforts should focus in
the Mud Creek and South Hominy Creek LWP areas. Additional restoration efforts in the French Broad
Basin should focus on the following (NCEEP 2009).

1. Reduce sediment and nutrient inputs
2. Restore riparian buffers
3. Stabilize stream banks
4. Restore and/or protect aquatic habitat
5. Reduce fecal coliform
6. Implement agricultural BMPs

Additionally, documented stressors specific to the Mud Creek watershed include the following (MCWRC
2003).

1. Stormwater flows from areas with a high percentage of impervious cover
2. Aquatic habitat degradation
3. Unstable stream banks
4. Modified/channelized stream channels
5. Degraded riparian buffers
6. Sediment inputs
7. Nutrient enrichment
8. Fecal coliform inputs.

Land Use/Development Trends
This 14-digit watershed has a high percentage (41%) of developed land (including nearby Hendersonville,
Flat Rock, and Laurel Park and agricultural land (22%). In addition, only 37% of stream within the
watershed has an adequate forested buffer. Pesticides, nutrient enrichment, habitat degradation
(sedimentation, lack of in-stream habitats), and urban stressors (toxicants, stormflow scour) are all
implicated in watershed impairments (NCEEP 2009).

According to the Watershed Restoration Plan for the Mud Creek Watershed, prevalent historic land use
practices within the Mud Creek watershed include channelizing streams, clearing streamside
vegetation and draining and filling wetlands for agriculture and suburban development. As a result,
the quality and distribution of adequate riparian buffers in the Mud Creek watershed is insufficient
to protect water quality and promote good aquatic habitat. In addition, these practices exacerbate
streambank erosion, increase sedimentation and increase the volume and velocity o f stormwater
runoff (MCWRC 2003).

The Site is located approximately 6 miles from Hendersonville, Laurel Park, and Flat Rock, which are the
three municipalities located in the 14-digit CU. According to United States census data summarized below,
populations within this watershed have increased dramatically between 2000-2016 (USCB 2000, USCB
2016).

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Table 4. Population Growth
Location 2000 2016 % Change
Hendersonville 10,420 13,548 23.1%
Laurel Park 1835 2633 30.3%
Flat Rock 2565 3254 21.2%
Henderson County 89,173 110,905 19.6%

Site Selection
Based on the analysis presented in Section 3.1 and 3.2, the French Broad 05, and specifically the Mud
Creek watershed, was targeted as a watershed in need of stream mitigation. The Sponsor conducted a
search for sites possessing stream and/or wetland restoration and enhancement opportunities. Identified
Sites were prioritized based on geomorphic condition and land use, and the necessary landowners were
contacted to gauge their interest in participating in a stream mitigation project. Sites with willing
landowners were then pursued further. As real estate in the area is well-subdivided, many of the
identified opportunities are not currently feasible because such sites require the cooperation of several
landowners to achieve sufficient ecological and economic scale. Therefore, selection of the properties
was based on a combination of geomorphic condition, land use, and the willingness of landowners to
participate.

SITE PROTECTION
Current property ownership and parcel information is as follows:

Owner Name NC PIN#
Bluestar LandCo, LLC 9546110101 & 9545371279

Hereafter, the owner will be referred to as “the Landowner.”

The Sponsor and the Landowner have executed separate Agreements for Purchase and Sale of
Conservation Easements covering approximately 16.22 acres along the Site. Following USACE approval of
the UMBI and the Site Mitigation Plan, the Sponsor will exercise its rights provided under the above-
referenced agreements.

The Site will be protected under the terms outlined in the Site’s perpetual conservation easements;
approved by the USACE (Appendix C). The conservation easements will prohibit incompatible uses that
might jeopardize the objectives of the Site. Conserving Carolina (“CC”), located in Hendersonville, NC, will
be the conservation easement holder. CC was formed in 2017 by the merger of two local land trusts –
Carolina Mountain Land Conservancy and Pacolet Area Conservancy. CC currently holds a conservation
easement for mitigation on the Wash Creek Stream Mitigation Bank in Henderson County. CC 2017 Annual
Report is attached as Appendix G.

BASELINE/EXISTING CONDITIONS
The Site encompasses 16.22 acres along cool water habitats (Figure 4, Appendix A). In its current state,
the Site includes incised stream channels, channels impacted by excessive sedimentation, or channels
relocated to the valley edges. These channels are proposed for restoration and enhancement (level I).
Stable upstream preservation reaches are proposed for preservation.

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Physiography, Topography, and Land Use
The Site is located in the Southern Crystalline Ridges and Mountains Ecoregion of the Blue Ridge
Physiographic Province within Henderson County, North Carolina. Regional physiography is characterized
by low to high mountains, gently rounded to steep slopes, narrow valleys, and high gradient, cool, clear
streams with mostly bedrock and boulder substrates (Griffith et al. 2002). Onsite elevations range from
a high of approximately 2480 feet National Geodetic Vertical Datum (NGVD) to a low of approximately
2310 feet NGVD (USGS, Standingstone Mountain, North Carolina 7.5-minute topographic quadrangle)
(Figures 1 and 3, Appendix A).

The primary hydrologic features of the Site consist of Mud Creek and three UTs to Mud Creek. The Site
drainage area encompasses 0.24 square mile (154 acres) at the Site outfall, with smaller drainage areas
ranging in size from 0.05 to 0.06 square mile (33.6-39.5 acres) (Figure 3, Appendix A). The drainage area
is primarily composed of forest land that has historically been timbered. Detailed GIS analysis of the
upstream drainage indicates the drainage area currently does not contain impervious surfaces (Figure 3,
Appendix A).

Water Quality
The Site is located within the French Broad River Basin in 14-digit USGS CU and TLW 06010105030020 of
the Tennessee Region (North Carolina Division of Water Resources [NCDWR] subbasin number 04-03-02)
(Figure 2, Appendix A). Topographic features of the Site drain to Mud Creek, which has been assigned
Stream Index Number 6-55 and a Best Usage Classification of C (NCDWR 2013). Site tributaries and their
immediate receiving waters drain to a reach of Mud Creek that is not listed on the final 2016 NC 303(d)
list; however, the reach of Mud Creek starting at Walnut Cove Road (SR 1125) less than 2 miles
downstream from the Site is listed as impaired due to exceeding criteria for benthos and fish communities
(NCDEQ 2018).

Soils and Land Form
Soils that occur within the Site, according to the Web Soil Survey (USDA 2018) are described in the
following table.

Table 5. Web Soil Survey Soils
Soil Series Hydric Status Description
Ashe stony
sandy loam
(AhF)
Nonhydric
This series consist of somewhat excessively drained soils found on
ridges and mountain slopes derived from creep deposits over residuum
weathered from igneous and metamorphic rock. Depth to the
restrictive layer is 20-40 inches to lithic bedrock, and depth to the
water table is more than 80 inches. Slopes are typically 25- 45 percent.
Edneyville fine
snady loam
(EdE)
Nonhydric
This series consist of well-drained soils found on ridges and mountain
slopes derived from creep deposits over residuum weathered from
igneous and metamorphic rock. Depth to the restrictive layer and the
water table is more than 80 inches. Slopes are 15-20 percent.
Tusquitee stony
loam
(TuE, TuF)
Nonhydric
This series consist of well-drained soils found on coves, drainageways,
and fans of mountain slopes derived from colluvium from igneous and
metamorphic rock. Depth to the restrictive layer and the water table is
more than 80 inches. Slopes are 15-45 percent.

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Jurisdictional Streams and Wetlands
Site streams include Mud Creek and three UTs to Mud Creek, which are all perennial, cool water habitat
streams. UT1 scored a 28.5 on the NCDWQ Stream Identification Form Version 4.11; however, is
considered a perennial stream due to the presence of multiple perennial stream indicator macrobenthos
including caddisflies (Ephemeroptera), mayfilies (Trichoptera), stoneflies (Plecoptera), and crane fly larva
(Tipulidae) (the form is included in Appendix B) (NCDWQ 2010).

Jurisdictional wetlands were delineated in August 2018 and confirmed by USACE representative David
Brown on October 30, 2018 (Figure 4, Appendix A). The approved PJD paperwork is included in Appendix
D.

Discussions with USACE representatives David Brown and Steve Kichefski during the PJD field review
indicate that wetlands appear to be artificially created by the historic pond and wetlands would disappear,
or reduce in size over a short period of time. Given the artificial nature/location of the wetlands, the
improvement in function of wetlands that remain after the project, and the construction of wetlands
within/adjacent to the design stream channel, it is expected that a net gain in wetland function will occur
as a result of the project.

Stream Characterization
Stream geometry and substrate data have been evaluated to orient stream restoration based on a
classification utilizing fluvial geomorphic principles (Rosgen 1996). This classification stratifies streams
into comparable groups based on pattern, dimension, profile, and substrate characteristics. Primary
components of the classification include degree of entrenchment, width-depth ratio, sinuosity, and
channel slope.

Cross-sectional measurements were utilized to characterize existing stream channel conditions. Existing
channels (excluding preservation reaches) are characterized by incised (Bg-type) channels with bank-
height ratios ranging between 1.0 and 3.4. Channel incision occurs primarily in the upper reaches of the
historically impounded areas where sediment was transported by streams and settled in slackwaters
entering the pond. Once the impoundment was compromised, streams have downcut through the
sediment resulting in highly incised streams. Incision decreases as the channels flow down valley, towards
the earthen dam where less sediment has deposited and dam remnants have ponded the streams. In
addition to sediment deposition, the impoundment bed has been highly disturbed by earth moving
activities.

Two reference reaches (one upstream from the impoundment and one 0.2 mile west of the Site) are
charachterized by a stable B-type channels with cobble and boulder substrates and a bank-height-ratio of
1.0.

Proposed Stream Geometry & Discharge
Site streams have been characterized based on fluvial geomorphic principles (Rosgen 1996). Based on
indicators of bankfull at two reference reaches, the designed channel will likely equal approximately 110
percent of the channel size indicated by Mountain regional curves (Harman et al. 2000). Therefore, based
on reference measurements, the bankfull discharge for a 0.05 to a 0.28 square mile watershed is expected
to average 11.3 to 39.1 cubic feet per second, respectively. The bankfull discharge would be expected to
occur approximately every 1.3 to 1.5 years (Rosgen 1996, Leopold 1994).

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This hydrophysiographic region is characterized by relatively high rainfall with precipitation averaging 56.1
inches per year (USDA 1980). The Site’s discharge is dominated by a combination of upstream basin
catchment, groundwater flow, and precipitation.

REFERENCE STUDIES
Two reference reaches were identified for the Site: 1) Blue Star and 2) Dry Branch (Figures 5A – 5B,
Appendix A). The Blue Star reference reach is located in preservation portions of the Site immediately
upstream of the restoration reaches of Mud Creek. The Dry Branch reference reach is located on the
same property as the Site, approximately 0.2 miles west of the Site in an area that has a similar drainage
area and slope to the Site. Both reference reaches were measured specifically for this project and are
located immediately adjacent to, or within the Site in similar geological and ecological settings. The
locations of the reference reaches are depicted on Figure 1 (Appendix A).

Channel Classification
Reference reach data is presented in Table E1-Blue Star Con Gen Morphological Stream Characteristics
(Appendix E). The reference reaches are characterized as B-type stream channels.

Dimension: Bankfull cross-sectional data at each reference site has been determined using infield features
of bankfull such as benches, lateral roots, and other morphological features (Figures 5C – 5D, Appendix
A). Once bankfull cross-sectional area was determined, the value was compared to cross-sectional areas
predicted by Mountain regional curves (Harman et al. 2000) to determine if the channel matches the
curves for use in Site design. The bankfull cross-sectional area of each reference site as compared to
regional curve predictions of bankfull cross-sectional area are detailed in Table 6.

Table 6. Reference Bankfull Cross-Sectional Area
Site Measured Area Predicted Area Percent of Regional Curves
Blue Star Mud Creek 7.9 5.0 157%
Dry Branch 5.1 4.7 1.08%

Data indicate that reference sites generally match regional curves. The sites appear to be within a
reasonable deviation of the bankfull cross-sectional area predicted by the curves, particularly Dry Branch.

Pattern and Profile: Pattern measurements indicate that sinuosity measures approximately 1.14 and 1.33
in Blue Star and Dry Branch reference reaches, respectively (Figures 5C – 5D, Appendix A). Although
average channel slopes are similar (0.0797 and 0.0842), the variance in sinuosity appears to result from
geologic control from bedrock and boulder outcrops. Slopes are typical for B-type streams in the region
and are expected to be similar to slopes exhibited by the Site. Profile variables such as riffle slope, step
slope, pool slope, run slope, and glide slope, which have been destroyed in the Site streams due to
sediment aggradation and land manipulations in the pond bed, have been measured in the reference sites
and will be used for design channel construction. Profile slopes appear to be primarily controlled by
bedrock outcroppings which promote a cascade/step pool morphology. These features vary significantly
in the reference reaches with slopes ranging from 0.0630 to 1.3020 (rise/run).

Substrate: Reference channels are characterized by substrate dominated by bedrock, boulder and cobble
substrate; however, a significant amount of sand sized particles have settled in each reference reach.

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Reference Forest Ecosystem
A Reference Forest Ecosystem (RFE) is a forested area on which to model restoration efforts at the Site in
relation to soils and vegetation. RFEs should be ecologically stable climax communities and should be a
representative model of the Site forested ecosystem as it likely existed prior to human disturbances. Data
describing plant community composition and structure were collected at the RFEs and subsequently
applied as reference data in an attempt to emulate a natural climax community.

Reference vegetative communities for the Site are located on preservation reaches. Tree and shrub
species identified in these areas are listed in Table 7 and were utilized, in addition to other relevant species,
to supplement community descriptions for Montane Alluvial Forest (Schafale & Weakley 1990).

Table 7. Reference Forest Ecosystem
Montane Alluvial Forest (Floodplains and Slopes)
Canopy Species Understory Species
Tsuga canadensis Carpinus caroliniana
Platanus occidentalis Hamamelis virginiana
Betula alleghaniensis Salix nigra
Quercus alba
Acer rubrum
Liriodendrum tulipifera
Betula nigra

Reference vegetation was dominated by tuliptree (Liriodendrum tulipifera), red maple (Acer rubrum),
hemlock (Tsuga Canadensis), sourwood (Oxydendron arboreum), various hickories (Carya spp), and oaks
(Quercus spp.), and white pine (Pinus strobus). Understory along streams was dominated by
rhododendron (Rhododendron maximum), tag alder (Alnus serrulata), and fetter-bush (Leucothoe axillaris
var. editorum).

CHANNEL STABILITY ASSESSMENT
Channel degradation or aggradation occurs when hydraulic forces exceed or do not approach the resisting
forces in the channel. The amount of degradation or aggradation is a function of relative magnitude of
these forces over time. The interaction of flow within the boundary of open channels is only imperfectly
understood. Adequate analytical expressions describing this interaction have yet to be developed for
conditions in natural channels. Thus, means of characterizing these processes rely heavily upon empirical
formulas.

Traditional approaches for characterizing stability can be placed in one of two categories: 1) maximum
permissible velocity and 2) tractive force, or stream power and shear stress. The former is advantageous
in that velocity can be measured directly. Shear stress and stream power cannot be measured directly
and must be computed from various flow parameters. However, stream power and shear stress are
generally better measures of fluid force on the channel boundary than velocity.

Using these equations, stream power and shear stress were estimated for 1) existing dredged and
straightened reaches, 2) the reference reaches, and 3) proposed Site conditions. Important input values
and output results (including stream power, shear stress, and per unit shear power and shear stress) are

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presented in Table 8. Average stream velocity and discharge values were calculated for the existing
stream reaches, reference reaches, and proposed conditions.

In order to maintain sediment transport functions of a stable stream system, the proposed channel should
exhibit stream power and shear stress values so the channel is neither aggrading nor degrading.

Table 8. Stream Power () and Shear Stress () Values
Stream Reach Discharge
(ft3/s)
Water
surface
Slope
(ft/ft)
Total
Stream
Power
()
/W Hydraulic
Radius
Shear
Stress
()
Velocity
(v)  v max
Existing Conditions
Mud Creek
(above UT1 confluence) 27.2 0.0543 92.16 12.45 0.76 2.56 3.83 9.80 3.84
Mud Creek
(below UT1 confluence) 39.1 0.0575 140.29 18.96 1.06 3.82 3.91 14.9
2 5.73
UT1 11.3 0.056 39.49 7.18 0.46 1.62 3.65 5.89 2.43
UT2 12.8 0.0641 51.20 20.48 0.74 2.98 3.66 10.8
9 4.47
Reference Conditions
Blue Star Mud Creek 36.2 0.0797 180.03 21.96 0.77 3.85 4.58 17.6
5 5.78
Dry Branch 23.3 0.0842 122.42 16.11 0.57 2.98 4.57 13.6
0 4.47
Proposed Conditions
Mud Creek
(above UT1 confluence) 27.2 0.0536 90.97 9.10 0.62 2.08 3.83 7.98 3.12
Mud Creek
(below UT1 confluence) 39.1 0.055 134.19 11.37 0.75 2.56 3.91 10.0
1 3.84
UT1 11.3 0.0569 40.12 6.08 0.41 1.45 3.65 5.28 2.17
UT2 12.8 0.0569 45.45 6.89 0.46 1.64 3.66 5.98 2.45

Results of the analysis indicate the proposed Site channel reaches are expected to maintain stream power
as a function of width values (Ω/W) of approximately 6.08 to 11.37 and shear stress (τ) values of
approximately 1.45 to 2.56. These ranges of stream power and sheer stress are expected to be stable,
while transporting sediment through the Site.

Stream power and shear stress values are higher for the existing stream reaches, than for proposed
channels. Existing reaches are incised by sediment that has fallen out at the upper reaches of the pond;
however, incision decreases as the channel descends downstream. Therefore, stream power and shear
stress are not significantly different between existing and proposed conditions. In addition, stream power
and shear stress are comparable to the reference reaches. Existing and proposed values are slightly lower
due to the lower slopes associated with the Site.

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Proposed stream power and shear stress values appear adequate to mobilize and transport sediment
through the Site, without aggradation of the channel or erosion of the proposed streambanks while
maintaining channel bed material characterized by gravel, and cobble-sized particles.

Bankfull Verification
Discharge estimates for the Site utilized an assumed definition of “bankfull” and return intervals
associated with those bankfull discharges. For this design, the bankfull channel is defined as the channel
dimensions conveying “channel forming” or “dominant” discharge (Gordon et al. 1992).

Discharge estimates were calculated using three methods for comparison: Mountain regional curves
(Harman et al. 2000), the USGS regional regression equation for the Blue Ridge/Piedmont region (USGS
2004; see analysis in Appendix F), and field indicators of bankfull. Based on the analysis of methods to
determine bankfull discharge, proposed conditions at the Site are based on bankfull indicators found on
the reference reaches and most importantly on-site indicators of bankfull. Using this methodology, the
designed channels will equal approximately 110 percent of the channel size indicated by Mountain
regional curves (also see Table 6, Section 6.1). Table 9 summarizes all methods analyzed for estimating
bankfull discharge.

Table 9. Reference Reach Bankfull Discharge Analysis
Method Watershed Area
(square miles)
Return Interval
(years)
Discharge
(cfs)
Blue Star Mud Creek Reference Reach
Mountain Regional Curves
(Harman et al. 2000) 0.11 1.3-1.5 23.1
Blue Ridge/Piedmont Regional Regression Model
(USGS 2004) 0.11 1.3-1.5 16-22
Field Indicators of Bankfull 0.11 1.3-1.5 36.2
Dry Branch Reference Reach
Mountain Regional Curves
(Harman et al. 2000) 0.10 1.3-1.5 21.6
Blue Ridge/Piedmont Regional Regression Model
(USGS 2004) 0.10 1.3-1.5 15-20
Field Indicators of Bankfull 0.10 1.3-1.5 23.3

SITE DESIGN AND IMPLEMENTATION CONSTRAINTS
The presence of conditions or characteristics that have the potential to hinder restoration activities on
the Site was evaluated. The evaluation focused primarily on the presence of hazardous materials, utilities
and restrictive easements, rare/threatened/endangered species or critical habitats, and the potential for
hydrologic trespass. Existing information regarding Site constraints was acquired and reviewed. In
addition, any Site conditions that have the potential to restrict the restoration design and implementation
were documented during the field investigation.

No known Site constraints, that may hinder proposed mitigation activities, were identified during field
surveys.

Potential constraints reviewed include the following:

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Threatened & Endangered Species
Based on the most recent list as updated by the United States Fish and Wildlife Service (USFWS) on March
22, 2018, 12 federally protected species are listed for Henderson County; the following table summarizes
potential habitat and preliminary biological conclusions for each.

Table 10. Threatened and Endangered Species
Species
Federal Status Habitat
Potential
Habitat at
Site
Biological
Conclusion
Bog Turtle
(Glyptemys muhlenbergii)
Threatened due to
Similarity of Appearance
Typically found in bogs, marshes, and wet pastures,
usually in association with aquatic or semi-aquatic
vegetation and small, shallow streams over soft
bottoms.
Yes Not
Required
Carolina northern flying
squirrel
(Glaucomys sabrinus
coloratus)
Endangered
Typically occurs in spruce-fir forests and mature
hardwood forest adjacent to spruce-fir forests at
elevations above 4000 feet.
No No Effect
Gray bat
(Myotis grisescens)
Endangered
Roost in large limestone caves year-round. Maternity
roosts are typically located in caves with large flowing
streams. Roosts are located near large permanent
water bodies, such as rivers and reservoirs, over which
gray bats forage.
No No Effect
Northern long-eared bat
(Myotis septentrionalis)
Threatened
During summer, roost singly or in colonies underneath
bark, in cavities, or in crevices of both live and dead
trees. Males and non-reproductive females may also
roost in cooler places, like caves and mines. It has also
been found, rarely, roosting in structures like barns and
sheds.
Yes* No Effect*
Appalachian elktoe
(Alasmidonta raveneliana)
Well-oxygenated riffle areas with sand and gravel
substrate among cobbles and boulders. Current is
usually moderate to swift and depth is no more than 3
feet.
Yes No
Effect***
Rusty-patched bumble bee
(Bombus affinis)
Endangered**
Require areas that provide nectar and pollen from
flowers, nesting sites (underground and abandoned
rodent cavities or clumps of grasses), and overwintering
sites for hibernating queens (undisturbed soil)
Yes Unresolved
Bunched arrowhead
(Sagittaria fasciculata)
Endangered
Found rooted in shallow water in or along shallow,
sluggish streams flowing through mountain swamps or
bogs. Typical substrate is reported to be siliceous and
micaceous silty muck, often with high sulfide content.
No No Effect

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Species
Federal Status Habitat
Potential
Habitat at
Site
Biological
Conclusion
Mountain sweet
pitcherplant
(Sarracenia rubra ssp.
Jonesii)
Found in bogs and streamsides along the Blue Ridge
Divide. Populations are usually found in level
depressions in floodplains, but a few populations have
been found along waterfalls on granite rockfaces.
No No Effect
Small-whorled pogonia
(Isotria medeoloides)
Threatened
Typically found in open, dry deciduous woods and is
often associated with white pine and rhododendron.
The species may also be found on dry, rocky, wooded
slopes; moist slopes; ravines lacking stream channels;
or slope bases near braided channels of vernal streams.
The orchid, often limited by shade, requires small light
gaps or canopy breaks, and typically grows under
canopies that are relatively open or near features l ike
logging roads or streams that create long-persisting
breaks in the forest canopy.
Yes No
Effect***
Swamp pink
(Helonias bullata)
Threatened
Occurs in clonal clumps in a variety of groundwater
influenced wetland habitats that are constantly
saturated, but not flooded. Often grows on hummocks
formed by trees, shrubs, and sphagnum moss, and
exhibits varying degrees of shade tolerance. Occurs in
acidic soils that contain a very thin layer of decomposed
organic matter over a dark silt loam and a subsoil of
sand, loam, and gravel.
No No Effect
White fringeless orchid
(Platanthera integrilabia)
Threatened**
Grows in wet, boggy areas at the heads of streams and
on sloping areas kept moist by groundwater seeping to
the surface. It is often associated with Sphagnum in
partially, but not fully, shaded areas
No No Effect
White irisette
(Sisyrinchium dichotomum)
Endangered
Generally found in thin-canopied, dry-mesic Basic Oak
Hickory Forests that are mature, successional, or
recently logged. Occurrences are also found in open,
disturbed sites such as clearings, woodland edges,
roadside embankments/rights-of-way, and power line
rights-of-way. Prefers rich, basic soils, which are
intermittently saturated with rain but well-drained.
Partial shade to direct sun is preferred, and some form
of disturbance is necessary to maintain its relatively
open habitat.
Yes No
Effect***
* The project has met the criteria for the 4(d) rule based on the Asheville USFWS website (USFWS 2018). No further
actions are required to comply with USFWS guidelines.
** Historic record
*** Detailed surveys were conducted for these species and the reports are included in Appendix J.

Record searches from the NC Natural Heritage Program (NCNHP) indicate that several federally protected
species have been documented within a mile of the Site boundaries.

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NCNHP Records
An April 5, 2018 query of the NCNHP database indicates there are no records for rare species, important
natural communities, or conservation/managed areas within the proposed project boundary. There is
one natural area, Pinnacle Mountain, which extends into the upper preservation reach of Mud Creek.
Within a one-mile radius of the project boundary NCNHP lists seven element occurrences including the
French Broad River crayfish and the green salamander (both federally listed species of concern), as well
as the eastern spotted skunk, the superb jewelwing, the timber rattlesnake, and two vascular plants. In
addition, the Site is within one mile of 5 important natural communities and is located just northeast of
Dupont State Forest and Holmes State Forest.

Cultural Resources
The term “cultural resources” refers to prehistoric or historic archaeological sites, structures, or artifact
deposits over 50 years old. “Significant” cultural resources are those that are eligible or potentially eligible
for inclusion in the National Register of Historic Places. Evaluations of site significance are made with
reference to the eligibility criteria of the National Register (36 CFR 60) and in consultation with the North
Carolina State Historic Preservation Office (SHPO).

Field visits were conducted in March 2018 to ascertain the presence of structures or features that may be
eligible for the National Register of Historic Places. Two structures occur within or near the Site
boundaries, including a pole barn erected by the landowner, and a cattle barn. Neither structure appears
historic in nature. Typical SHPO coordination will occur prior to construction activities to determine if any
significant cultural resources are present; however, no constraints are expected at this time.

FEMA
Inspection of the FEMA Flood Insurance Rate Map 3700954600J, Panel 9546J, effective October 2, 2008
was reviewed to determine if the project is located in a FEMA study area. Based on existing floodplain
mapping, the Site is not located in a Special Flood Hazard Area and the project should not alter FEMA
flood zones. Therefore, a “Conditional Letter of Map Revision” (CLOMR) is not expected for this project.

Air Transport Facilities
No air transport facilities are located within 5 miles of the Site.

Permitting
The proposed project will apply for a Nationwide Permit 27 (NWP 27) – Aquatic Habitat Restoration,
Enhancement, and Establishment Activities to obtain regulatory approval for as it relates to Sections 401
and 404 of the Clean Water Act. A condition of the NWP 27 is that the project activities will result in net
increases in aquatic resource functions and services. This is often determined by measuring the length or
area of the aquatic resource before and after restoration. The measurement is used to demonstrate that
the aquatic resource length or area is equal to or greater than what existed prior to restoration. Then it is
implied that a net increase of aquatic resource length or area results in a net increase of aquatic resource
function and service.

The signed Preliminary Jurisdictional Determination (PJD) – SAW-2018-0707 assessed aquatic resources
and confirmed the presence of intermittent and perennial streams, wetlands, and open water within the
Project area. There were two types of wetland identified, the first were small (0.005 – 0.137 ac) isolated
wetlands along stream reaches identified for preservation. These wetlands are representative of the
stream and wetland complex under natural conditions. The second type of wetland consisted of a large

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(2.239 ac) wetland with an area of open water within the footprint of the historic pond. Based on desktop
analysis and local field assessments the current extent of the large wetland is not representative of the
wetland extent prior to construction of the dam and associated impoundment.

The pond was in place for over 50 years, during this period of time the soil and site conditions were
significantly altered to a degree that makes it impossible to accurately assess the extent of historic
wetlands within the former impoundment. Field observations of stream and wetland complexes in the
surrounding area of the proposed project indicate wetlands did exist within the former impoundment.
However, the extent of the historic wetlands within the former impoundment comprised a much smaller
area than what currently exist. It should be noted that currently the dam has only been partially removed,
which is currently impeding the surface and subsurface hydrology. This is evident in the PJD where an area
within the historic impoundment was delineated as open water. Therefore, the presence of the partial
dam continues to retain hydrology and increase hydroperiods within the historic pond footprint. This
altered hydrology is increasing the extent of wetland areas relative to natural conditions.

The NWP 27 401/404 permit application for this project will propose that while a reduction in jurisdictional
wetland area is anticipated the project as a whole will result in a net gain in aquatic resource function and
service. This will be accomplished by restoring the streams within and downstream of the former pond
impoundment, and preserving and enhancing streams upstream of the former pond impoundment. The
restoration of the project streams will result in wetland restoration and enhancement along the
restoration reaches of the project streams. The stream restoration design incorporates identified wetland
seeps within the historic pond to avoid for stream restoration and allow restoration of historic natural
wetlands. For mitigation purposes no credit will be sought for the restored wetlands. These restored
wetlands will enhance the stream restoration component of the proposed project. By fully removing the
dam and restoring streams within the former impoundment the hydrology, water quality, and habitat of
the aquatic resources function and services will be restored.

CREDIT DETERMINATION & RELEASE
Credit Determination
Credit for the first phase, and all additional phases, shall be based on the USACE most current mitigation
credit determination methodology. Presently, the USACE is utilizing the Wilmington District Stream and
Wetland Compensatory Mitigation Update (IRT 2016) to quantify mitigation project credit potential. If
other methods are released and become de facto requirements for stream mitigation projects in the
USACE, future phases will utilize these methods as appropriate.

Credit Release Schedule
Credits generated by actions described and approved in the Bank’s final UMBI shall be released in
predetermined increments according to the milestones agreed to by the Sponsor and the IRT in the
UMBI’s credit release schedule. The Sponsor will use the credit release schedule detailed for stream
mitigation banks in IRT (2016).

MITIGATION WORK PLAN
Primary activities designed to restore the Site include 1) stream restoration, 2) stream enhancement
(Level I), 3) stream preservation, and 4) vegetation planting (Figures 6 and 6A – 6E, Appendix A). The
restoration concept is expected to result in 2091 linear feet of stream restoration, 278 linear feet of
stream enhancement (Level I), and 3978 linear feet of stream preservation.

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Stream Restoration
Stream restoration is expected to entail 1) removal of the earthen dam, 2) removal of sediment within
the historic pond bed, 3) channel excavation, 4) installation of instream habitat/grade control structures,
5) channel stabilization, and 6) vegetative planting.

In-stream Structures
The use of in-stream structures for grade control and habitat are essential for successful stream
restoration. In-stream structures may be placed in the channel to elevate local water surface profiles in
the channel, potentially flattening the water energy slope or gradient. The structures would likely consist
of log/rock cross-vanes or log/rock j-hook vanes designed primarily to direct stream energy into the center
of the channel and away from banks. In addition, the structures would be placed in relatively straight
reaches to provide secondary (perpendicular) flow cells during bankfull events.

Piped Channel Crossings and Erosion Control Measures
Property access issues will necessitate the installation of five piped channel crossings as conceptually
depicted on Figures 6 and 6A - 6E (Appendix A). The crossings will be combine with various erosion control
measures that will reduce sediment accumulation within Site streams and will allow for wildlife passage.
The crossings should be constructed of bottomless culverts and will be constructed of properly sized pipes
and hydraulically stable rip-rap or suitable rock. The crossing will be large enough to handle the weight
of anticipated vehicular traffic. Approach grades to the crossing will be at an approximate 10:1 slope and
constructed of hard, scour-resistant crushed rock or other permeable material, which is free of fines.

Additional erosion control measures to be implemented at the road crossings include the following
(Figures 6A to 6E, Appendix A).

• Buffers extending to 50 feet in width along preservation reaches.
• Road swales diverting surface flow off the road and into wooded portions of the easement.
• Elevating road surfaces at stream crossings and diverting surface water away from the stream
through ditches and into wooded portions of the easement.
• Installing marsh treatment areas where feasible.
• Decommissioning a road paralleling UT 1, planting the road with native forest vegetation.
• Installing properly sized pipes that will pass stormwater flows without washing road.

Dam Removal
Dam removal is expected to include 1) removal of the dam to the elevation of the adjacent valley walls;
2) excavating sediment that is unsuitable for channel bank construction; 3) backfilling areas of sediment
removed with soil suitable for channel construction (if necessary); 4) excavation of the design channel, 5)
stabilization of the channel with coir matting, seed, and mulch; and 6) installation of structures.

In its current state, the pond is dewatered and the majority of sediments have stabilized. However,
immediately upstream of the dam a slackwater area has accumulated sediments and remains
saturated/impounded. The slackwater area will be dewatered to the maximum extent feasible and
sediments will be stabilized or removed from the Site.

Once materials have been dewatered and stabilized, the dam will be removed with finished grades
matching elevations of the valley and floodplain above and below the dam location. Finished grades on
the right bank of the dam will be excavated to match fields adjacent to the easement, creating a flat area

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for the camp to expand existing horse pasture. The flat area will be incorporated with a soil stockpile area,
as depicted on Figure 6A (Appendix A).

Material removed from the dam, if suitable, may be deposited on adjacent valley walls, or in locations
excavated for dam construction (Figure 6A, Appendix A). Material may also be transported to stockpile
areas as directed by Camp Blue Star ConGen representatives. Two likely stockpile areas located within
the property include a soil borrow area used by the camp for various construction projects, or future camp
site to be graded level by Camp Blue Star ConGen. Erosion control measures, such as silt fence, seeding,
and mulching will be implemented on all stockpiled or spread soil materials.

Excavation of the design channel will occur in the pond bed similar to other reaches of restored stream,
with stabilization using approved erosion control materials and techniques.

Trail System
Various mountain biking, hiking, and horseback riding trails occur through the Camp Blue Star ConGen
property. Periodically, the trails cross or parallel the easement as depicted on Figure 6 (Pro posed
Conditions). Trails are approximately 4 feet in width and do not receive vehicular traffic. These trails are
expected to remain within the easement and be maintained for current uses.

Stream Enhancement (Level I)
Stream enhancement (Level I) is proposed for in a short reach of UT1. This reach is characterized by a
channel that has excessive sediment depositions from adjacent roads and historic timber harvest activities.
The channel has been filled by sediment and is currently flowing under the soil surface. Measures to
daylight the stream, in-place are proposed for this reach.

Stream Preservation
Stream preservation will occur primarily on the upper reaches of the Site (UT1, UT2, UT3, and Mud Creek)
as well as a short reach located on Mud Creek at the Site outfall. Preservation reaches are stable with
native, forest vegetation. Invasive species do not represent a significant problem in forested reaches of
the Site; however, if invasive species present a problem, treatment with herbicide will occur using an
NCDA & CS Licensed Pesticide Applicator.

Historic land use practices in the Mud Creek watershed including clearing riparian vegetation for
agriculture and suburban development have resulted in a lack of quality and adequately distributed
riparian buffers in the Mud Creek watershed to sufficiently protect water quality and promote good
aquatic habitat (MCWRC 2003). Therefore, preservation of these remaining stable stream systems is vital
to protect these headwater resources, the downstream mitigation reaches, and ultimately the Mud Creek
watershed in perpetuity.

Based on the mitigation rule (33 CFR Section 332.3 - General compensatory mitigation requirements),
preservation may be used to provide compensatory mitigation if the following criteria are met.

• The resources to be preserved provide important physical, chemical, or biological functions for
the watershed.
o The Site is situated upstream and draining to a 303(d) listed stream.
o The Site is situated above trout waters. Once the project is complete, upstream
preservation will serve as possible habitat for fish species.

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o Preservation reaches will protect restoration reaches from impacts associated with
sediment discharge and stormwater flows.
• The resources to be preserved contribute significantly to the ecological sustainability of the
watershed.
a. The Site is located in the Mud Creek/Bat Fork/Devils Fork 14-digit Targeted Local
Watershed (TLW) 06010105030020 and the Mud Creek LWP area. The LWP targets the
following items as stressors in Mud Creek.
i. Reduce sediment and nutrient inputs – Preservation areas have wider buffers,
erosion control measures (Figures 6, 6A-6E), and marsh treatment areas.
ii. Restore riparian buffers – The lower reaches of the Site restore buffers.
iii. Stabilize stream banks – Preservation areas maintain stabilized stream banks.
iv. Restore and/or protect aquatic habitat – Preservation areas protect aquatic
habitat and provide bottomless culverts that promote aquatic life passage.
v. Reduce fecal coliform - NA
vi. Implement agricultural bmp’s – NA
• Preservation is determined by the district engineer to be appropriate and practicable.
o Discussions with IRT members indicate that preservation is appropriate. Wider buffers,
roadway improvements, and erosion control measures warrant a ratio of 7.5:1.

• The resources are under threat of destruction or adverse modifications.
o Although the Site is not currently under direct threat, the presence of extensive amounts
of sand in reference reaches indicates that highly erodible soils may characterize drainage
areas adjacent to the Site. Development pressure on the summit of the mountain and
road networks appear to contribute some sand to these reaches. The addition of roads
or trails may occur at the camp. In addition, timber harvest would overwhelm the Site
with sediment. Wide buffers and protection of the existing crossings may hinder future
sediment pulses at the Site.
• The preserved Site will be permanently protected through an appropriate legal instrument.
o A conservation easement will be required under the banking process.

Individual Reach Descriptions
Mitigation strategies proposed for each reach are presented below.

10.4.1 Mud Creek
Mud Creek enters the Site from slopes upstream of the Site boundary and extends for 3993 linear feet in
its current location. The majority (76 %) of the stream is characterized by mature forest adjacent to a
cobble, boulder, and bedrock step-pool stream system. Streams in the undisturbed forest descend to an
impounded reach that is characterized by herbaceous vegetation, or open soil riparian zones with incised
and impacted streams. Channel incision is more significant in the upper reaches of the impounded area,
where sediment has settled out as stream enters slack water portions of the impoundment. Currently,
the earthen dam remains in place and stream flow is draining through a malfunctioning standpipe. The
standpipe discharges into an excavated ditch located adjacent to the historic Mud Creek stream channel.
The excavated ditch parallels the historic channel for approximately 240 feet prior to converging with Mud
Creek and exiting the Site.

In its current state, Mud Creek is classified as a B-type channel in upstream, undisturbed reaches. In the
lower historically impounded reaches Mud Creek is classified as a Bg-type channel with entrenchment

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ratios ranging from 1.0 to 4.2. Although entrenchment ratios exhibit some connection to the floodplain,
the majority of the channel is incised, as evidenced by bank-height-ratios averaging 1.8. The channel
exhibits relatively high sinuosity (1.24), for a B-type channel; however, excessive sedimentation has
altered riffle pool morphology within the channel.

Mud Creek is proposed for two mitigation treatments; 1) stream restoration and 2) stream preservation.

Stream Restoration
Stream restoration is proposed for reaches of Mud Creek within the impounded reach, beneath the
earthen dam, and below the impoundment where an excavated ditch parallels the historic Mud Creek
Channel. The upper, incised reach is proposed to have overburden from sediment deposition removed to
expose the historic floodplain/valley walls. Through this reach, it appears the channel invert is located in
the proper elevation and location. Restoration is expected to continue through the impoundment
including removal of the earthen dam to the maximum extent feasible and excavation of stream channel
in the lowest portion of the valley. The design channel will tie the channel upstream of the dam to the
historic channel below the dam. Once the channel has been connected below the dam footprint, the
excavated ditch will be backfilled in its entirety.

Stream Preservation
The upper reaches of the Mud Creek are proposed for stream preservation. These areas are expected to
have buffer widths extending to 50 feet that will be preserved in perpetuity. In addition to wider buffers,
road crossing upgrades including bottomless pipe installation and erosion control measure installation
will occur to reduce sediment inputs into the downstream restoration reaches. Erosion control measures
include swale diversions, ditch manipulation, and marsh treatment areas and are depicted in Figures 6A-
6E (Appendix A).

10.4.2 UT 1
UT 1 originates within the Site boundaries and extends for 1603 linear feet in its current location. Similar
to Mud Creek, the upstream reaches of UT 1 are bound by mature forest vegetation; however, the valley
is significantly impacted by sediment deposition from historic forestry practices and/or dirt roads crossing
or paralleling the channel. The channel is primarily composed of sand and gravel substrate, which has
aggraded to a depth of more than 4 feet. The channel frequently disappears below the ground surface
and reappears down valley. Soil probing was conducted to ascertain the location of the subterranean
channel. Once located, the channel was mapped using GPS technology with reported sub-meter accuracy.
As the channel descends towards the impoundment aggradation becomes excessive, likely due to a
forebay installed upstream of the impoundment area. The forebay has been overwhelmed by sediment
and stream flow currently overtops the forebay and discharges through sediments accumulated in the
upper reaches of the impoundment area.

Once UT 1 enters the historically impounded reach, the channel has received extensive manipulation.
Based on topographic measurements, the UT 1 bed is positioned at a higher elevation than the
surrounding terrain. Efforts to probe beneath sediments was unsuccessful, as the sediments/overburden
exceeded 5 feet in depth. UT 1 has been moved to the margins of the pond bed and is currently cutting
through the material until sufficient cobble remains to hinder further incision. UT 1 descends through the
pond bed and joins Mud Creek at backwaters created by the earthen dam.

In its current state, UT 1 is classified as a Bg-type channel in the lower, historically impounded reaches.
The historically impounded reach has entrenchment ratios ranging from 1.5 to 9.1. Although

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entrenchment ratios vary significantly, the higher entrenchment ratios occur in areas where
manipulations raised the channel bed such that the floodprone area is artificially elevated. Channel
incision does occur within the channel as exhibited by bank-height-ratios ranging from 1.3 to 2.2. The
channel exhibits relatively low sinuosity (1.10), which is characteristic of a B-type channel; however,
excessive sedimentation and channel manipulations have altered riffle pool morphology within the
channel.

UT 1 is proposed for three mitigation treatments; 1) stream restoration, 2) stream enhancement (Level I),
and 3) stream preservation.

Stream Restoration
Stream restoration is proposed for reaches of UT 1 that are 1) within the impounded reach, 2) in the
sediment filled forebay, and 3) upstream from the forebay through an historic logging road where
floodplain fill is apparent. Stream restoration is expected to entail the excavation of fill material (both
natural sediment deposition and human castings) from stream pathways such that boulder, cobble,
and/or bedrock valleys are exposed to the maximum extent feasible. Transects of soil borings were
conducted to locate the depth and position of historic valleys to the best extent possible; however, field
adjustments of valley excavation may be required during construction. Once valleys have been excavated,
channel construction to the slope, width, and depth will be completed within the boundaries of boulders
and bedrock. Structures will be incorporated into the channel for habitat and grade control.

Stream Enhancement (Level I)
Stream enhancement is proposed for reaches of UT 1 that are upstream from restoration reaches where
natural sediment deposition, over time, has resulted in a stream channel that disappears beneath the
ground surface and periodically is expressed at the ground surface. Floodplain probing was systematically
conducted to locate the stream beneath the ground surface and the general flow path was mapped with
GPS technology. In addition, depth to cobble was identified by probing to set the proposed channel
elevation. Enhancement in this reach is expected to entail unearthing the channel in as natural a position
as possible. Channel dimension and slope will be excavated to approximate reference reaches within the
property. Structures will be installed to fix grade and create habitat within the reach. In addition, the two
roads will be decommissioned within the easement (one road paralleling the stream and a second crossing
the stream) and planted with forest vegetation. Other roads leading to the Site will have erosion control
measures installed to prevent further sediment aggradation within the reach. Buffers are expected to
extend to approximately 50 feet in width that will be preserved in perpetuity.

Stream Preservation
The upper reaches of the UT 1 are proposed for stream preservation. These areas are expected to have
buffer widths of approximately 50 feet that will be preserved in perpetuity.

10.4.3 UT 2
UT 2 enters the Site from slopes upstream of the Site boundary and extends for 395 linear feet in its
current location. The reach is relatively short and initiates at the outfall of a piped road crossing and
extends to its convergence with Mud Creek. Similar to other Site streams the upper reaches are reference
quality and the lower reaches are located in the impoundment, in deep sediment deposition areas. UT 2
has eroded through deposited sediments and is excessively narrow and deep (width-to-depth ratios
averaging 2.9). Due to the channel riparian zones being characterized by herbaceous vegetation or open
soil riparian zones and the low width-to-depth stream, bank erosion is common throughout.

Blue Star Con-Gen Mitigation Site Page 24
French Broad 05 Umbrella Mitigation Bank
In its current state, restoration portions of UT 2 are classified as an Eb-type channel with entrenchment
ratios ranging from 15 to 22. Although entrenchment ratios exhibit connection to the floodplain, the
majority of the channel is eroding and excessively deep. The channel exhibits relatively low sinuosity
(1.08), which is characteristic of a B-type channel; however, excessive sedimentation has altered riffle
pool morphology within the channel.

UT 2 is proposed for two mitigation treatments; 1) stream restoration and 2) stream preservation.

Stream Restoration
Stream restoration is proposed for UT 2 and is expected to include removal of overburden from sediment
deposition, installation of instream structures, and erosion control measures. Ultimately, the reach is
relatively short (160 ft) and will entail connecting UT 2 from the base of a bedrock cascade to Mud Creek.

Stream Preservation
The upper reaches of the UT 2 are proposed for stream preservation. These areas are expected to have
buffer widths of approximately 50 feet that will be preserved in perpetuity.

10.4.4 UT 3
UT 3 enters the Site from a spring discharging at the base of slopes adjacent to the Site boundary and
extends for 82 linear feet in its current location. The reach is relatively short and enters the Site and
extends to its convergence with UT 1. The entire reach of UT 3 is a reference quality, spring fed channel
surrounded by mature forest. The entire reach of UT 3 is proposed for preservation.

Vegetation Planting
Deep-rooted, woody riparian vegetation will be restored or supplementally planted within the Site (Figure
9, Appendix A). Planting vegetation on cleared stream banks is proposed to reestablish vegetation
community patterns within the stream corridor, associated wetlands and floodplains, and transition areas.
Revegetating the floodplain and stream banks will provide stream bank stability, shade and cool surface
waters, and provide habitat for area wildlife.

Variations in vegetative planting may occur based on topographic locations and hydraulic conditions of
the soil. Vegetative species composition should mimic reference forest data and onsite observations.
Species expected for this project may include the following elements.

Acidic Cove Forest (on Slopes)
1. Tulip poplar (Liriodendron tulipifera)
2. Sweet birch (Betula lenta)
3. Eastern hemlock (Tusga Canadensis)
4. Red oak (Quercus rubra)
5. American beach (Fagus grandifolia)
6. Sugar maple (Acer sacarinum)

Blue Star Con-Gen Mitigation Site Page 25
French Broad 05 Umbrella Mitigation Bank

Stream-Side Assemblage (Within 10 ft of Channel Banks)
1. Tulip poplar (Liriodendron tulipifera)
2. American sycamore (Platanus occidentalis)
3. American elm (Ulmus americana)
4. Green ash (Franxinus pennsylvanica)
5. Black willow (Salix nigra)
6. Silky dogwood (Cornus amomum)
7. Elderberyy (Sambucus canadensis)

Stream-side trees and shrubs include species with high values for sediment stabilization, rapid growth
rate, and the ability to withstand hydraulic forces associated with bankfull flow and overbank flood events.
Bare-root seedlings of species on side slopes (Acidic Cove Forest) will be planted at a density of
approximately 680 stems per acre on 8-foot centers. Shrub species in the stream-side assemblage will be
planted at a density of 2720 stems per acre on 4-foot centers.

Nuisance Species Management
Beaver, privet, and other potential nuisance species will be monitored over the course of the 5-year
monitoring period. Appropriate actions to ameliorate any negative impacts regarding vegetation
development and/or water management will occur on an as-needed basis.

PERFORMANCE STANDARDS & MONITORING REQUIREMENTS
Monitoring requirements and success criteria outlined in this plan follow the October 24, 2016 NC
Interagency Review Team Wilmington District Stream and Wetland Compensatory Mitigation Update.
Monitoring will be conducted based on the schedule in Table 11. A summary of monitoring is outlined in
Table 12 (Figures 10A – 10B, Appendix A). Annual monitoring reports of the data collected will be
submitted to the IRT by Restoration Systems no later than December 31 of each monitoring year.

Table 11. Monitoring Schedule
Resource Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7
Streams
Vegetation
Visual Assessment
Report Submittal

Table 12. Monitoring Summary
Parameter Method Schedule/Frequency Number/Extent Data Collected/Reported
Stream Parameters
Stream Profile Full longitudinal
survey
As-built (unless
otherwise required)
All restored
stream
channels
Graphic and tabular data.

Blue Star Con-Gen Mitigation Site Page 26
French Broad 05 Umbrella Mitigation Bank
Table 12. Monitoring Summary
Parameter Method Schedule/Frequency Number/Extent Data Collected/Reported
Stream Dimension Cross-sections Years 1, 2, 3, 5, and
7
Total of 14
cross-sections
on restored
channels
Graphic and tabular data.
Channel Stability
Visual Assessments Yearly
All restored
stream
channels
Areas of concern will be
depicted on a plan view
figure with a written
assessment and
photograph of the area
included in the report.
Additional Cross-
sections Yearly
Only if
instability is
documented
during
monitoring
Graphic and tabular data.
Stream
Hydrology/Bankfull
Events
Continuous
monitoring surface
water gauges
and/or trail camera
Continuous
recording through
monitoring period
A total of 2
bankfull
gauges/trail
cameras on
restored
channels
Surface water data for
each monitoring period,
visual evidence, photo
documentation, and/or
rain data.
Vegetation Parameters
Vegetation
establishment and
vigor
Permanent
vegetation plots
0.0247 acre (100
square meters) in
size; CVS-EEP
Protocol for
Recording
Vegetation,
Version 4.2 (Lee et
al. 2008)
As-built, Years 1, 2,
3, 5, and 7
7 plots spread
across the Site
Species, height, planted
vs. volunteer, stems/acre
Annual random
vegetation plots,
0.0247 acre (100
square meters) in
size
As-built, Years 1, 2,
3, 5, and 7
2 plots
randomly
selected each
year
Species and height

Success Criteria
Monitoring and success criteria for stream restoration should relate to project goals and objectives
identified from on-site NC SAM data collection. From a mitigation perspective, several of the goals and
objectives are assumed to be functionally elevated by restoration activities without direct measurement.
Other goals and objectives will be considered successful upon achieving vegetation success criteria. The

Blue Star Con-Gen Mitigation Site Page 27
French Broad 05 Umbrella Mitigation Bank
following summarizes stream success criteria, per the October 24, 2016 NC Interagency Review Team
Wilmington District Stream and Wetland Compensatory Mitigation Update.

Table 13. Monitoring Success Criteria
Stream Success Criteria
• All streams must maintain an Ordinary High-Water Mark (OHWM), per RGL 05-05.
• Bank height ratio (BHR) cannot exceed 1.2 at any measured cross-section.
• Entrenchment ratio (ER) must be no less than 1.4 at any measured riffle cross-section.
• BHR and ER at any measure riffle cross-section should not change by more than 10% from baseline condition
during any given monitoring period.
• The stream project shall remain stable and all other performance standards shall be met through four
separate bankfull events, occurring in separate years, during the monitoring years 1 -7.
Vegetation Success Criteria
• Within planted portions of the Site, a minimum of 320 stems per acre must be present at year 3; a minimum
of 260 stems per acre must be present at year 5; and a minimum of 210 stems per acre must be present at
year 7.
• Trees must average 6 feet in height at year 5, and 8 feet in height at year 7.
• Planted and volunteer stems are counted, provided they are included in the approved planting list for the
Site; natural recruits not on the planting list may be considered by the IRT on a case-by-case basis.

Compatibility with Project Goals
Monitoring and success criteria for the Site should relate to project goals and objectives determined by
the NC SAM functional assessment method. From a mitigation perspective, several of the goals and
objectives are assumed to be functionally elevated by restoration activities without direct measurement.
Other goals and objectives will be considered successful upon achieving stream or vegetation success
criteria. Goals outlined in Section 2 include the following.

• Attenuate flood flow across the Site
• Connect streams to floodplains and functioning wetland systems
• Increase stream stability
• Reduce sediments inputs to downstream waters
• Improve instream and streamside habitat

The following table outlines the compatibility of Site performance criteria described above to Site goals
and objectives that will be utilized to evaluate if Site goals and objectives are achieved.

Blue Star Con-Gen Mitigation Site Page 28
French Broad 05 Umbrella Mitigation Bank

Table 14. Functional Goals and Performance Standards

MAINTENANCE AND CONTINGENCY PLAN
An adaptive management plan will be developed for each Site based on the plan approved in the UMBI.
In the event monitoring results indicate a Site will not meet one or more of its performance standards,
remedial actions will be implemented following notification of the UMBI’s USACE project manager.
Adaptive management and remedial measures are discussed in general below and are provided in the
approved French Broad 05 UMBI.

Stream Instability
If stream monitoring and/or visual monitoring identify stream stability problems that worsen or otherwise
threaten other portions of a mitigation Site, repairs will be made as necessary. Persistent problems will
be evaluated to determine if design or construction are contributing factors. Should such systemic
problems be identified and reasonably determined to be unfixable, the IRT may decide to adjust a Site’s
mitigation credit potential.

Vegetation
Remedial actions for vegetation mortality may include replanting, and, if needed, corrective measures will
be based on the cause(s) (e.g. portions of Site too wet for planted species). Remedial actions for low
vegetation vigor may include, but are not limited to, deep ripping, replanting (same or similar species),
Targeted Functions Goals Success Criteria
(1) HYDROLOGY
(2) Flood Flow (Floodplain Access)
• Attenuate flood flow across the Site.
• Connect streams to floodplains or
floodplain benches.
• Four overbank events in separate
monitoring years.
• Attain vegetation success criteria.
(3) Streamside Area Attenuation
(4) Floodplain Access
(4) Wooded Riparian Buffer
(3) Stream Stability
• Increase stream stability within the Site
so that channels are neither aggrading
nor degrading.
• Bank-height-ratios <1.3.
• Convert stream channels from
unstable Bg-type channels to
stable BC-, BE- and B-type
channels.
(4) Channel Stability
(4) Sediment Transport
(4) Stream Geomorphology
(1) WATER QUALITY
(2) Streamside Area Vegetation • Reduce sediment inputs from the Site
and subsequent contributions to
downstream waters.
• Attain vegetation success criteria.
(4) Thermoregulation
(1) HABITAT
(2) In-stream Habitat
• Improve instream and stream-side
habitat.
• Attain vegetation success criteria.
• Install grade control/habitat
structures
(3) Substrate
(3) Stream Stability
(2) Stream-side Habitat
(3) Stream-side Habitat
(3) Thermoregulation

Blue Star Con-Gen Mitigation Site Page 29
French Broad 05 Umbrella Mitigation Bank
mowing, herbicide application, fertilization, and replanting with other species possessing condition-
specific tolerance.

Invasive Species
In the event that invasive or otherwise undesirable species—as defined in an appendix to the NC SAM
User’s Manual (NC SFAT 2014)—reasonable efforts will be made to eradicate or otherwise control growth
and distribution of the species across the mitigation Site. Such efforts may involve herbicide applications,
mechanical, and/or hand removal, or prescribed burns.

LONG-TERM MANAGEMENT PLAN
The Site will be protected under the terms outlined in the Site’s perpetual conservation easements. The
conservation easements will prohibit incompatible uses that might jeopardize the objectives of the Site.
Conserving Carolina (“CC”), located in Hendersonville, NC, will be the conservation Easement Holder. CC
was formed in 2017 by the merger of two local land trusts – Carolina Mountain Land Conservancy and
Pacolet Area Conservancy. After partnering successfully on several conservation projects, the two land
trusts decided to join forces, combining their expertise, talents, and resources in order to strengthen our
impact. CC currently holds a conservation easement for mitigation on the Wash Creek Stream Mitigation
Bank in Henderson County. CC 2018 Annual Report is attached as Appendix G.

To fulfil the duties of Easement Holder, CC has requested, and the Sponsor has agreed to provide twenty
thousand and 00/100 Dollars ($20,000.00) dollars at transferring of the conservation easement.

In addition to serving as the conservation easement holder, CC will also be responsible for long-term
management of the Site per the requirements of the Bank UMBI and this Site Mitigation Plan. As the Site
has been designed to be self-sustaining, the Site’s long-term management activities will be limited to
routine boundary inspections and, when necessary, marking Site boundaries to ensure clear identification
of conservation areas. Per their responsibilities as the Site’s easement holder, CC will inspect boundaries
annually to monitor for encroachment. During these inspections, the condition of boundary markings (i.e.,
signs) will be noted and replaced as needed. The Sponsor has agreed to provide CC sixteen thousand, nine
hundred forty-two and 78/100 Dollars ($16,942.78) dollars at the conservation easement closing to fund
the Site’s long-term management. For a detailed review of long-term management fund calculations,
please see (see Appendix H),

During the implementation of this Site Mitigation Plan, the Sponsor will install one hundred (100) signs at
each conservation easement corner, and an additional one hundred (100) replacement signs will be
purchased and given to CC. These signs have a 50-year life; however, complete replacement will occur
every 20 years.

A letter from CC to the IRT is provided in Appendix H detailing their commitment to the project.

ADAPTIVE MANAGEMENT PLAN
Any changes that may occur in the mitigation plan due to unanticipated construction constraints will be
adapted accordingly to meet Performance Standards outlined above (Section 11). The Sponsor or its
assigns will visit the Site at least annually to check the status of aquatic resources. Likely challenges are
limited, but may include a loss of vegetation structure due to natural or man-made causes including
mortality of existing mature trees as the result of changes in hydrology, a growing presence of invasive
species, or some type of contaminated spill upstream of the Site. In the event that unforeseen changes

Blue Star Con-Gen Mitigation Site Page 30
French Broad 05 Umbrella Mitigation Bank
occur that affect the management or Performance Standards of the Site during its operational period, the
Sponsor will utilize the maintenance plan outlined above (Section 12 Maintenance and Contingency Plan)
and work with the IRT to determine appropriate measures to rectify deficiencies at the Site in order to
provide targeted aquatic functions. If such unforeseen changes occur the Sponsor will obtain additional
permits as necessary and will provide the USACE a Record Drawing of corrective actions that depict the
extent and nature of the work performed.

FINANCIAL ASSURANCES
Prior to the first credit release, and over the operational life of the Site, the Sponsor shall provide financial
assurances sufficient to assure completion of all mitigation work, required reporting and monitoring, and
any remedial work required pursuant to the Bank UMBI. Such assurances shall be separated into two
types, identified as follows:

1) Mitigation plan implementation (herein after referred to as “Implementation Assurance”), which
shall assure the completion of the Site’s construction, as-built survey, and baseline conditions
assessment. It is the Sponsor’s intent to provide a Performance Bond underwritten by a surety
company licensed to do business in North Carolina with a Best’s current rating of not less than
“A-” as the form of Implementation Assurance. The form of the Performance Bond will be
substantially similar to the draft provided in Appendix I. The penal sum of such bond shall be Six
Hundred Five Thousand One Hundred Thirty-seven & 50/100 (605,137.50). The Performance
Bond will remain in effect until written approval from the IRT Chair of that the requirements of
construction, the as-built survey and baseline documentation have been met.

2) Maintenance and monitoring (herein after referred to as “Maintenance and Monitoring
Assurance”) following the full implementation of the Mitigation Work Plan detailed in Section
10.0 of this Site Mitigation Work Plan, the Sponsor will replace the Performance Bond with a
Monitoring Bond underwritten by a surety company licensed to do business in North Carolina
with a Best’s current rating of not less than “A-”. The Monitoring Bond shall be in a form
substantially similar to the draft provided in Appendix I. The total value of such bond shall be
Forty-four Thousand Three Hundred Seventy-five & no/100 ($44,375.00).

Other Financial Assurance Requirements
Financial assurances shall be payable to financial assurance Obligee. In addition, financial assurances shall
contain a provision ensuring the District Engineer receives notification at least 120 days in advance of any
termination or revocation.

CONCLUSIONS
The Site encompasses approximately 16.22 acres of cleared land in a recently drained pond bed as the
result of a failing dam and forest land. Mitigation outlined in this report are designed to provide 2806.733
cool water SMUs, as presented below and calculated in accordance with applicable guidance (IRT 2016
[Wilmington District Stream and Wetland Compensatory Mitigation Update]).

Blue Star Con-Gen Mitigation Site Page 31
French Broad 05 Umbrella Mitigation Bank

Table 15. Proposed Mitigation Units
Mitigation Type Perennial Cool Water Streams
(linear feet) Ratio Cool Water Stream
Mitigation Units
Restoration 2091 1:1 2091.000
Enhancement (Level I) 278 1.5:1 185.333
Preservation 3978 7.5:1 530.400
Totals 6347 -- 2806.733 SMU

Site Characteristics Summary
Site: Blue Star Con-Gen Mitigation Site
Location: Henderson County
River Basin: French Broad
USGS Cataloging Unit: 06010105
NCDWQ Subbasin: 04-03-02
USGS 14-Digit Cataloging Number: 06010105030020
Targeted Local Watershed: Yes
303d Listed: No; but the Mud Creek less than 2 miles downstream to the French Broad is listed
as impaired due to benthos and fish communities
Best Use Classification: C
Drainage Area at Tributaries Outfalls: 0.004- to 0.24-square mile
Stream Class: Perennial

Blue Star Con-Gen Mitigation Site Page 32
French Broad 05 Umbrella Mitigation Bank
REFERENCES
Gordon, N.D., T.A. McMahon, and B.L. Finlayson. 1992. Stream Hydrology: an Introduction for Ecologists.
John Wiley & Sons, Ltd. West Sussex, England.

Griffith, G.E., J.M. Omernik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F. MacPherson, J.B.
Glover, and V.B. Shelbourne. 2002. Ecoregions of North Carolina and South Carolina. U.S.
Geological Survey, Reston, Virginia.

Harman, W.A., D.E. Wise, M.A. Walker, R. Morris, M. A. Cantrell, M. Clemmons, G.D. Jennings, D. Clinton,
and J. Patterson, 2000. Bankfull Regional Curves for North Carolina Mountain Streams. In: AWRA
Conference Proceedings, D.L. Kane, editor. AWRA Specialty Conference on Water Resources in
Extreme Environments. Anchorage, Alaska.

Interagency Review Team (IRT). 2016. Wilmington District Stream and Wetland Compensatory Mitigation
Update. North Carolina Interagency Review Team – October 24, 2016

Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording Vegetation.
Version 4.2. North Carolina Department of Environment and Natural Resources, Ecosystem
Enhancement Program. Raleigh, North Carolina.

Leopold, L.B. 1994. A View of the River. Harvard University Press. Cambridge, MA. 298 pp.

Mud Creek Watershed Restoration Council (MCWRC). 2003. Watershed Restoration Plan for the Mud
Creek Watershed. Available: https://ncdenr.s3.amazonaws.com/s3fs-
public/Mitigation%20Services/Watershed_Planning/French_Broad_River_Basin/Mud_Creek/Fin
al%20Mud_Creek_Watershed_Restoration_%20Plan_2003_v3.pdf

North Carolina Department of Environmental Quality (NCDEQ). 2018. Final 2016 Category 5 Assessments-
303(d) List) (online). Available:
https://files.nc.gov/ncdeq/Water%20Quality/Planning/TMDL/303d/2016/2016_NC_Category_5
_303d_list.pdf

North Carolina Division of Water Quality (NCDWQ). 2010. Methodology for Identification of Intermittent
and Perennial Streams and Their Origins. Available: http://www.xerces.org/wp-
content/uploads/2009/03/NC_2010_Methodology_identification_intermittent_perennial_strea
ms.pdf

North Carolina Division of Water Resources (NCDWR). 2013. River Basin Classification Schedule (online).
Available:
https://deq.nc.gov/river-basin-classification-schedule [April 4, 2018]. North Carolina Department
of Environment and Natural Resources, Raleigh.

North Carolina Ecosystem Enhancement Program (NCEEP 2009). Yadkin River Basin Restoration Priorities
2009 (online). Available: http://portal.ncdenr.org/web/eep/rbrps/neuse [April 2, 2018]. North
Carolina Department of Environment and Natural Resources, Raleigh.

Blue Star Con-Gen Mitigation Site Page 33
French Broad 05 Umbrella Mitigation Bank
North Carolina Stream Functional Assessment Team (NC SFAT). 2015. N.C. Stream Assessment Method
(NC SAM) User Manual (Version 2.1). 178 pp.

Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology (Publisher). Pagosa Springs, Colorado

Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina: Third
Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, North
Carolina Department of Environment, Health, and Natural Resources. Raleigh, North Carolina.

United States Army Corps of Engineers, United States Environmental Protection Agency, North Carolina
Wildlife Resources Commission, North Carolina Division of Water Quality (USACE et al.). 2003.
Stream Mitigation Guidelines.

United States Census Bureau (USCB). 2000. Census 2000 Summary File.
https://factfinder.census.gov/faces/nav/jsf/pages/index.xhtml

United States Census Bureau (USCB). 2016. Population estimates V.2016.
https://www.census.gov/quickfacts/fact/table/ashevillecitynorthcarolina,NC/PST045217.

United States Department of Agriculture (USDA). 1980. Soil Survey for Henderson County North Carolina.
US Department of Agriculture. Available:
https://www.nrcs.usda.gov/Internet/FSE_MANUSCRIPTS/north_carolina/NC089/0/henderson.p
df

United States Department of Agriculture (USDA). 2018. Web Soil Survey (online). Available:
http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx [April 4, 2018].

United States Geological Survey (USGS). 2004. The National Flood Frequency Program, Version 3: A
Computer Program for Estimating the Magnitude and Frequency of Floods for Ungaged Sites.
USGS Water-Resources Investigations Report 02-4168. Raleigh, North Carolina.

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix A
Figures

Figure 1. Bank Location
Figure 2. Hydrologic Unit and Service Area
Figure 3. Topography and Drainage Area
Figure 4. Existing Conditions
Figure 5A. Blue Star Reference Site
Figure 5B. Dry Branch Reference Site
Figure 5C. Blue Star Reference Reach Dimension, Pattern, and Profile
Figure 5D. Dry Branch Reference Reach Dimension, Pattern, and Profile
Figure 6, 6A-6E. Restoration Plan
Figure 7. Proposed Dimension, Pattern, and Profile
Figure 8A-8B. Typical Structure Details
Figure 9. Planting Plan
Figure 10A-10B. Monitoring Plan

Copyright:© 2013 National Geographic Society, i-cubed
FIGURE
Drawn by:
Date:
Scale:
Project No.:
1:20,000
Title:
Project:
Prepared for:
BANK LOCATION
1
³
Copyright:© 2013 National Geographic
Society, i-cubed
Copyright:© 2013 National Geographic
Society, i-cubed
Directions to the Site from Asheville:- Take I-26 E out of Asheville; travel ~22 miles- Take exit 49B and merge onto US-64 W/4 Seasons Blvd- After 2 miles, turn left onto Church Street; travel 0.6 miles- Turn right onto Kanuga Road and after 3.9 miles, continue onto Crab Creek Road- After 3.3 miles, turn left onto Blue Star Way- The Site can be accessed after ~0.8 mile.- Site Latitude, Longitude 35.2426, -82.5459 (WGS84)
USGS 7.5 Minute Topographic Map (Standingstone Mountain and Horse Shoe, NC Quads)
Legend
Blue Star ConGen Easement
NCDOT Roads
KRJ
AUG 2018
18-026
Henderson County, NC
BLUE STARCONGEN STREAMMITIGATION BANKSITE
MudCreek
C r a b Creek Road
CrabCreekR o ad£¤64
Hendersonville
Dry Branch
Reference Reach
Blue Star
Reference Reach
!(!(
Copyright:© 2014 DeLorme
FIGURE
Drawn by:
Date:
Scale:
Project No.:
1:450,000
Title:
Project:
Prepared for:
HYDROLOGICUNIT AND SERVICE AREA
2
³
Location of Blue Star ConGen
Stream Mitigation Bank Site
within USGS Hydrologic Unit
and Targeted Local Watershed
06010105030020
0 10 20 305
Miles
Legend
Blue Star ConGen Easement
USGS Hydrologic Unit 06010105 (Service Area)
14 Digit Hydrologic Unit Boundaries
Targeted Local Watersheds
KRJ
AUG 2018
18-026
Henderson County, NC
BLUE STARCONGEN STREAMMITIGATION BANKSITE
NCCGIA³Copyright:© 2013 National Geographic Society, i-cubedLegendBlue Star ConGen Easement = 16.2 acMud Creek Drainage Area = 0.24 sq mi (154.2 ac)UT1 Drainage Area = 0.05 sq mi (33.6 ac)UT2 Drainage Area = 0.06 sq mi (39.5 ac)01,5003,000750Feet³FIGUREDrawn by:Date:Scale:Project No.:1:7000Title:Project:Prepared for:TOPOGRAPHYANDDRAINAGE AREA3KRJDEC 201818-026Henderson County, NCBLUE STARCONGEN STREAMMITIGATION BANKSITE
^_
^_
^_^_^_^_EdEAhFEdETuETuEAhFWHyEEvCTuFTuETuEAhGTeCAhFAhFFIGUREDrawn by:Date:Scale:Project No.:KRJDEC 20181:320018-026Title:Project:Prepared for:Henderson County, NCEXISTINGCONDITIONS4³LegendEasement = 16.2 acExisting Streams = 6072.2 ftExisting Wetlands = 2.42 ac^_NCSAM Form Locations^_NCWAM Form Locations^_NCDWR Form LocationsExisting Open Water = 0.14 acNRCS Soil Boundaries4-foot Contours05001,0001,500250FeetU T -1
NCSAM Form 1Score: HIGHNCSAM Form 1Score: HIGHNCSAM Form 2Score: LOWSoil Map Unit Soil SeriesAhF Ashe stony sandy loamEdE Edneyville fine sandy loamTuE, TuF Tusquitee stony loamBLUE STARCONGEN STREAMMITIGATION BANKSITEMudCreekUT-2NCWAM Form 1Score: HIGHNCWAM Form 2Score: LOWUT-3NCDWR Form 1Score: 28.5Springs
Copyright:© 2013 National Geographic Society, i-cubedNCCGIAFIGUREDrawn by:Date:Scale:Project No.:KRJMAR 20181:150018-002Title:Project:Prepared for:Henderson County, NCCAMP BLUE STAR CONGEN STREAM MITIGATION BANKSITEBLUE STARREFERENCESITE5A³Blue Star Reference SiteBlue Star Reference SiteLegendEasement BoundaryBlue Star Reference Drainage Area = 0.11 sq mi (70.4 ac)0 300 600 900 1,200 1,500 1,800 2,100 2,400 2,700150Feet
NCCGIA
³
Copyright:© 2013 National Geographic Society, i-cubed
Legend
Dry Branch Reference Drainage Area = 0.10 sq mi (61.3 ac)
0 1,500 3,000750
Feet
³
FIGURE
Drawn by:
Date:
Scale:
Project No.:
1:6500
Title:
Project:
Prepared for:
BLUE STARREFERENCESITE
5B
KRJ
DEC 2018
18-026
Henderson County, NC
BLUE STARCONGEN STREAMMITIGATION BANKSITE
Dry Branch Reference Site Dry Branch Reference Site
V
0 50
Reference Pattern
Lp-p = 20 (15 - 26) fit
Lm = 30 (21 - 40) ft
Wbelt = 14 (11 - 16) ft
Rc = 10 (7 - 12) ft
Lp-p/Wbkf = 2.5 (1.8 - 3.2)
LmfWbkf = 3.7 (2.5 - 4.9)
Wbett/VVbkf = 1.7 (1.4 - 2.0)
Rc/Wbkf = 1.2 (0.9 - 1.5)
SIN = 1.14
!ai
e7
112
110
IN
1c6
104
102
100
98
96
94
jheek Reference Reach
100 150
Pattern Legend
Top of Bank
- - Thalweg
Cross Section
200
Cross Section 1 - Pool
Abkf = 9.9 ft
Wbkf =8.3ft
Dmax = 1.5 ft
Crass Section 2 - ROM
Abkf = 8.1 ft
Dave = 0.9 ft
Wbkf = 9.4 ft
Dmax = 1.1 ft
Bank Height r 1.1 ft
Bank Height Ratio = 1.0
WID = 10.8
s FPA = 19
ENT = 2.0
Stream Type = B
I U4
103
102
101
100
9s
0 2 4 e 8 10 12 14 1E 18 Stream Type = Be
105
105
104
100
102
101
11x
111
Ito
109
,os
0 5 10 15 217 25 7C 35
Crass Section 3 - Step
Abkf = 7.7 ft
Dave = 1.1 ft
Wbkf = 6.9 ft
Dmax = 1.5 ft
Bank Height = 1.5 ft
Bank Height Ratio = 1.0
WID = 6.2
FPA = 17
ENT = 2.5
Cross Section 4 - Pool
Abkf = 8.5 ft
Wbkf = 9.7 ft
Dmax = 1.2 ft
0 S 10 15 30 25
7 20 40 60 8o 100 120 140 160 180 200
dross Section 5 - Pool
Abkf = 13.9 ft
Wbkf = 11.8 ft
Dmax = 1.7 It
Profile [Reference Reach
Save = 0.0294 rise/run
Svalley = 0.0318 rise/run
Sriffle = 0.0279 (0.0243 - 0.0336) riselrun
Spool = 0.0058 (0 - 0.01 fit ) rise/run
Srun = 0.0393 (0 - 0.1154) rise/run
Sglide = 0.0059 (0 - 0.0151) rise/run
Water Surface
Channel Bed
Axiom Environmental, Inc.
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Title:
Blue Star Reference Reach
Dimension, Pattern,
and Profile
Scale: NA FIGURE NO.
Date, 5 C
December 2018
Project No.:
18-026

Cros
M
50
0
0 50 100 150 200 250
103
102
101
1041
99
125
120
115
110
105
100
95
90
85
80
Reference Pattern
Lp-p = 36 (17 - 57) ft
Lm = 58 (32 - 89) ft
Wbelt = 17 (16 - 19) ft
Rc= 11 (7-22)ft
Lp-plWbkf = 4.7 (2.3 - 7.5)
LmlWbkf = 7.6 (4.2 - 11.8)
Wbeit/Wbkf = 4.9 (4.2 - 5.9)
RclWbkf = 1,5 (0.9 - 2.9)
SIN = 1.33
5 Pattern Legend
Top of Bank
Thalweg
300 Cross Section
■■■■■■■■■■■■■■■■■■I■■
MEOW = : ■■■�■■■■■■
■■■■■■■■■■■■■■■■■■■■
0
5 14
15 2Q
Cross Section-1 - Pool
Abkf = 6.8 ft
Wbkf = 9.0 ft
Dmax = 1.4 ft
Cross Section 2 - Riffle
Abkf = 6.9 ft
Dave = 1.0 ft
Wbkf =6.8ft
Dmax = 1.2 ft
Bank Height = 1.2 ft
Bank Height Ratio = 1.0
WID = 6.8
FPA = 11
n s 10 1s 20 ENT = 1.6
Stream Type = B
Dry Branch Reference Reach
0 5o 100
107
106
105
104 +
0
108
101
106
105
104
5 10 15 20
0 5 10 15
■■■■■■■■■■■■■■1
■■■■■■■■■■■■■■1
111111111-10m,
■■■■■■■■■ ■ ■■1
M■■1
MEN LEO-MEME 0 01
Cross Section 3 - Riffle
Abkf =5.0ft
Dave = 0.5 ft
Wbkf = 10.7 ft
Dmax = 0.6 ft
Bank Height = 0.6 ft
Bank Height Ratio = 1.0
W/D = 22.9
FPA = 13
ENT = 1.2
Stream Type = B
Cross Section 4 - Riffle
Abkf =4.9ft
Dave =0.6ft
Wbkf = 7.5 ft
Dmax = 0.8 ft
Bank Height = 0.8 ft
Bank Height Ratio = 1.0
WID = 11.6
FPA = 14
ENT = 1.9
20 Stream Type = B
Cross Section 5 - M
Abkf =5.2ft
Dave = 0.7 ft
Wbkf = 7.7 ft
Dmax = 0.9 ft
Bank Height = 0.9 ft
Bank Height Ratio = 1.0
WID = 11.5
FPA = 14
ENT = 1.8
Stream T e = B
2 yP
Axiom Environmental, Inc.
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Profile (Reference Reachl
Save = 0.0842 riselrun Title:
Svalley = 0.1120 rise/run Dry Branch
Sriffle = 0.0552 (0.0362 - 0.1079) rise/run Reference Reach
Sstep = 0.1882 (0.0630 - 0.2615) rise/run Dimension, Pattern,
Spool = 0.0035 (0 - 0.0387) rise/run and Profile
Srun = 0.0255 (0.0229 - 0.0387) rise/run
Sglide = 0.0091 (0.0015 - 0.0214) rise/run scale: NA FIGURE NO.
Water Surface date: Channel Bed � ^
Ji December 2018 'L.
Project No.:
18-026
150
200
250
300
350

Figure 6A
.. _ v
Y •_ -
F �� 4•
4I a
K1w
Figure 6
Figure 6 C
Figure 6D
Figure 651
�
..f a"�, ..�,�� � r; s{��,r� rr ..
, r, .. �• ` .-. �r•��� � ♦� - � - ..
' Yam-'. _ _ -
'mil
`..`-..r
AF, ` . �.
;'Ak. .. Y."�'i. - :>> �•�_��'•�, '' •�yj _
-
SCALE IN FEET
ivis
RESTORATION
SYSTEMS i LLC

Figure 6A
- 68 ft outside
of easement
and non-credit
generating
UT 2
End Preservation
Start Restoration
Sta 02+19
Elev 2356.32
UT 2
Start Preservation
Sta 00+77
is aiven by center
Groundwater
spring discharge
area.
S ■
Tie to Historic
Mud Creek Channel
Sta 4C+82
Elev 2301-78
Mud Creek
End Preserviation
Sta 44+87
UT 1,
End Restoration
Sta 18+50 -
Elev 2314.83
7
Mud Creek
End Restoration
Start Preservation
Sta 42+58
Elev At Grade r
LEGEN❑
- Easement Boundary = 16.2 ac
�+ Major Topographic Line
Minor Topographic Line
r: Channel Banks
• - - - - Stream Restoration = 2091 ft
• - _ Stream Enhancement I = 278 ft
Stream Preservation = 3978 ft
UT 2 mmIllimm Piped Stream Crossing
End Restoration q + Soil Stockpile Area
Sta 43+70 c, Road
. " Elev 2345.80 Hiking/Biking Trail
cz::2 Marsh Treatment Area
Mud Creek
End Preservation
r
Start Restoration 2r; r=;.r rs•r `,;r.
Sta 31 +81
Elev 2352-27 t { SCA{_E IN FEET
Axiom Environmental, Inc.
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Title:
RESTORATION
PLAN
Scale: FIGURE NO.
A5 Shown
Dale' 6A
December 2018
Project No.:
18-026

All
LEGEND
' Easement Boundary = 16.2 ac
Major Topographic Line
Minor Topographic Line
Channel Banks
Stream Restoration = 2090 ft
Stream Enhancement I = 278 ft
Stream Preservation = 3981 ft
Piped Stream Crossing
® Soil Stockpile Area
Road
Hiking/Biking Trail
E=Z�J Marsh Treatment Area
a
4
ti �,;J M
w �f y. UT 2
Start Preservation l y
Sta 00+79
• A
A.
+ - Build up Crossing _ �+.
r� �,� and Divert Water '� .�
At'
,'�� Away from the
�
qP
if
dJ
' J
y
76 ft outside
+ r f of easement
r and nor -credit
generat ng ,
l
{ r V 4P 1
boo:
4M
Axiom Environmental, Inc -
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
c Divert water Henderson County
off load with shallow swales North Carolina
� . ,
r
Title:
Install bottomless RESTORATION
cluverts to allow PLAN
I, wildlife passage
64
SCALES U
Scale. FIGURE NO.
As Shown
Date-, ^ ^
December 201$ 6 /tJ
Project No.:
18-026

LEGEND
Easement Boundary = 16.2 ac ti
Major Topographic. Line
Minor Topographic Line
Channel Banks
- - - - Stream Restoration = 2090 ft
Stream Enhancement I = 278 ft
Stream Preservation = 3981 ft
• Piped Stream Crossing
® Sail Stockpile Area "
Road
Hiking/Biking Trail
c:=--:] Marsh Treatment Area
_ ivq-
t
z ' /
� - s-
Build up Crossing
and Divert Water rr
Away from the
Stream with Ditches
y.
t At
. ;'�;.
. r
A
JIM
` { t t/
S
{
s ti
Axiom Environmental, Inc -
Figure 61)
NOTES/REVISIONS
Divert water !
off road with i
" ; `� - shallow swales r
Install bottomless "
culve t to allow
Willi ldlife passage 64; ,r
t ,
—91 ft outside
of easement
" and non-credit
' generating'
Title:
RESTORATION
PLAN
p
I"
,r SCALE IN FEET
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Scale: FIGURE NO.
As Shown
Date-, 6 D
December 2018
Project No--
18-026

TYPICAL CHANNEL PROFILE
NOTES'
1. POOL -TO -POOL SPACING IS MEASURER FROM
CENTER OF POOL BEND TO CENTER OF POOL BEND.
•I' WIN N 5'J bkl
VALLEY
SrgE SLOPE LIVE WILLOW
STAKES
COIR FIBER
EROSION PROPOSED
CONTROL MATTING FLOOOPLAIN
Class A and
Co4b[e SWfIn
21 p
BANK SLOPE
EXTEND STONE W
SEC MATERIAL UP
CHANNELBANK
TO V3 O riff W [br
TYPICAL RIFFLE CROSS-SECTION
PRQPOSCD
FLOOOPLAIN
LIVE WILLOW
STAKES
7POSEd
>ODPLAIN7
Axiom Environmental, Inc.
NOTES/REVISIONS
POOL LENGTH
L w�ar_I
MAX- 11 SLOPE
HEAD OF
RIFFLE
, r," i
TYPICAL POOL CROSS-SECTION
TAAL tlF HR3
t
R{PPLE f•
RAF EF «n
_
DESIGN
CHANNEL %�ti GCrOfi I
Project:
BLUE STAR
�.
H�
CHANNEL CONSTRUCTION NOTES:
CO N G E N
I
FLOW
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAiN SHALL BE
USED TO BACKFILL EXISTING CHANNEL.
� }} ram}
} p m Mitigation
S lrer a 1 1 1 l V l 1 i g a L i o n
Stream
R'
2, BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING,
Bank
TYPICAL CHANNEL PLAN VIEW
CHANNEL PLAN VIEW NOTES'
1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
OR AVOID OBSTACLES. THE STAKEOUT SHALL BE APPROVED BY THE CONSTRUCTION
MANAGER BE FORE CONSTRUCTION OF THE CHANNEL.
3, THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF
A MIX OF CLASS A AND SMALLER STONE.
CROSS-SECTION DIMENSIONS
REACH
Wbkf ft.
Wbot ft.
❑riff ft.
Dthal ft.
❑ ool ft.
Wool ft.
Wthal ft.
Mud Cr (Upstream)
10.0
6-4
0.8
0.1
1.1
10.0
3.4
Mud Cr (Downstream)
11.8
7.4
1.0
0.1
1.4
11.8
3.4
UT 1 and 2
6.6
4.2
0.5
0.1
0.8
6.6
1.8
Henderson County
North Carolina
Title:
PROPOSED DIMENSION,
PATTERN, AND PROFILE
Scale:
FIGURE NO.
NA
Date,
December 201$
Project No.:
18-026

LOG CROSS VANE
SCALE NTS
PLAN VIEW
j
FLOW
957 STONE AND
C
CLASS W RIP RAP!
A
FILTER FABRIC
NOTES
NATIVE CHANNEL
LOG SILL
1. HFADFR AND FOOTER LOGS SHALL BE A MINIMUM OF 18`
MATERIAL
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
-
STREAMS.
S• ALL STONES ARE TO BE STRUCTURE STONES.
'
FILTER FABRIC
4' FILTER PABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
fz-11
,
HEADER LOG
OF THE STRUCTl1 RE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS FILTER FABRIC SHALL EXTEND
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
FOOTE
•
STRUCTURE.
LOG ;
.
'
S. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
B
B
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
- 01,EP
-
OL
-
HEADERLOG
A COIR LOG
CLASS'A' RIP RAP I F
NATIVE CHANNEL
MATERIAL
EXISTING TOP OF BANK #57 STONE ! NATIVE
GROUND HEADER LOG IBANKFULLJ GROUND
CHANNEL MATERIAL \
— _ f GROUND
COIR LOG
BACKFILLEp AND COMPACTED FILTER
WITH a57 STONE AND
r POOL FABRIC
CLAS$'A' RIP RAP I NATIVE FOOTER LOG
CHANNEL MAT ERtAL
STREAMEED FILTER FABRIC SECTION A -A
ELEVATION FOOTER LOG
SECTION B-B
REACH
ARM LENGTH (FT,)
CHANNEL DEPTH (FT.)
Mud Cr (Upstream)
9
09
Mud Cr (Dnwnslream)
1 T
1.1
UT 1 and 2
5
0.6
NOTE:
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
CHANNEL CHANNEL
BANK I I I BANK
FILTER
I FABRIC I
I I
A I 1 0 A
I 1
I 1
I I
20 - 30 20. 30
I HEADER STONE
FOOTER
STONE-
� � 1
yr Yz I
PLAN VIEW
EXIST.
ti CHANNEL
• HEADER
y_ STONE —
ELEVATION A -A
HEADER STONE
FOOTER STONE
ROCK FILL
(057 STONE I
WHERE NEEDED
TYPICAL CROSS -VANE
PROFILE B-B
SCOUR
FOOTER
STONE
OF BANK
BACK FILL
TO GRADEFLAW
EXIST.
GROUND
FILTER FABRIC
fi
1Dry
`\
R
CHANNEL ►L
BANK
ti
1
LARGE
3TONE r
1
1
r
1
SCOUR 1
HOLE
1
1 �
► r►
1 � r►
NOTE:
FILTER FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
TOP OF
FooterLog
\
•
\
•
•
CHANNEL
BANK
Fooler Log
PLAN VIEW
SCALE: N.T.S-
FILTER
FABRIC
TOP OF BANK
BANKFULL_
FLOw� N
SOTTDMOF CHANNFL — — — —
LOG VANE
FILTER
FABRIC
LARGE
STONE
LOG VANE
BANKFVLL
LARGE
$TONE
CROSS-SECTION A -A
SCALE' N.7.S.
BOTTOM OF
CHANNEL
LARGE
STONE
` HEADER ! Footer Log
FILTER J
FABRIC
NOTE:
FILTER FABRIC TOED IN AND DRAPED
PROFILE B-B ON UPSTREAM SIDE OF LOG VANE
—
SCALE: N,7,5. PRIOR TO BACKFILL.
TYPICAL LOG VANE
Axiom Environmental, Inc. I I
NOTES/REVISIONS
Project:
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Title:
TYPICAL
STRUCTURE
DETAILS
Scale:
FIGURE NO.
NO SCALE
Date:
December 2018
8A
Project NO.:
18-026

Wel'and
PROFILE
SECTION
`
RIP RAP
Side Slope al 8l0
Sloan M.
W.H.m
DEEP
gr
II \
MARSH TREATMENT AREA
RIP RAP
BASIN
Axiom Environmental, Inc.
Project
BLUE STAR
CGNGEN
Stream Mitigation
Bank
Henderson County
North Carolina
Title:
TYPICAL
STRUCTURE
DETAILS
Q`'d1e'
FIGURE NO.
NO SCALE
Date:
December 2018
8B
Project No.:
18-026

Y yr _�: :•... sip �y r � _
Ll
LEGEND
r * Easement Boundary = 16.2 ac
Major Topographic Line
'. Minor Topographic Line
Channel Banks
- - - - Stream Restoration = 2091 ft
Stream Enhancement I = 278 ft
. Stream Preservation = 3978 ft
■ Vegetation Plot
rw Cross Section
" 0 Bankfull Stream Gauge
r
,+1 t 1., Mud Creek
_ <+i "+ End Preservation ,
'4h; t +}Fsl 9 Sta 44+87T` *'
`'yY ■ �r A•� ■•_.+Yt '`f JP P. A .a,_ •i• •+ jai �'
Tie to Historic
Mud Creek
Channel f
Sta 40+82 I
Elev 2301.78
Mud Creek
r •. 11 '�End Restoration
_J1,ii
Flev At Grade
Y x
J
.�T t f
UT 1
End Restora ion
1
0
Elev 2314.83
Alibb
Aer
IWO
j
T
St, 02,19rJ
Mud Creek
z
End Preservation
Start Restoration
"l WWI
Axiom Environmental, Inc.
NOTES/REVISIONS
Project
BLUE STAR
CONCEN
Stream Mitigation
Bank
Henderson County
North Carolina
Title:
MONITORING
PLAN
scale. FIGURE NO.
As Shown
Date -
December O A
decemher 201$ I ILJ
Project No.:
18-026

At
%
PRO
4. Remove Road
�7_ and Convert to
Trail
op
UT 1
End Preservation
Start Enhance I
Sta 06+41
Elev 2380A5
AW,
It
IX.-
A7
r
UT I
End Enhance 1 68 ft outside
storat of easement
Start Restoration
1 and non-credit
Sta 09+19
Elev 2367.55 genera ing
A
Z
OF
J
76 ft outside
op
of easement
and non-credit
�4
generating
" MI.
.4-
j 7.
11,e
3L
41:
V,
W
'XI
0
11 RESTORATION kSYSTEMS I LLC

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix B
Stream Data
NC SAM Forms
NC DWQ Forms
Cross Sections

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Camp Blue Star - SAM#1 Date of Assessment 3/29/18
Stream Category Mb2 Assessor Name/Organization AXE/WGL
Notes of Field Assessment Form (Y/N)NO
Presence of regulatory considerations (Y/N)YES
Additional stream information/supplementary measurements included (Y/N)YES
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)Perennial
Function Class Rating Summary
USACE/
All Streams
NCDWR
Intermittent
(1) Hydrology HIGH
(2) Baseflow HIGH
(2) Flood Flow HIGH
(3) Streamside Area Attenuation HIGH
(4) Floodplain Access HIGH
(4) Wooded Riparian Buffer HIGH
(4) Microtopography NA
(3) Stream Stability HIGH
(4) Channel Stability HIGH
(4) Sediment Transport HIGH
(4) Stream Geomorphology HIGH
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation HIGH
(3) Upland Pollutant Filtration HIGH
(3) Thermoregulation HIGH
(2) Indicators of Stressors NO
(2) Aquatic Life Tolerance HIGH
(2) Intertidal Zone Filtration NA
(1) Habitat HIGH
(2) In-stream Habitat HIGH
(3) Baseflow HIGH
(3) Substrate HIGH
(3) Stream Stability HIGH
(3) In-stream Habitat HIGH
(2) Stream-side Habitat HIGH
(3) Stream-side Habitat HIGH
(3) Thermoregulation HIGH
(2) Tidal Marsh In-stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In-stream Habitat NA
(2) Intertidal Zone NA
Overall HIGH
Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Camp Blue Star - SAM#2 Date of Assessment 3/29/18
Stream Category Mb2 Assessor Name/Organization AXE/WGL
Notes of Field Assessment Form (Y/N)NO
Presence of regulatory considerations (Y/N)YES
Additional stream information/supplementary measurements included (Y/N)YES
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)Perennial
Function Class Rating Summary
USACE/
All Streams
NCDWR
Intermittent
(1) Hydrology LOW
(2) Baseflow HIGH
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer LOW
(4) Microtopography NA
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport LOW
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation LOW
(3) Upland Pollutant Filtration MEDIUM
(3) Thermoregulation LOW
(2) Indicators of Stressors NO
(2) Aquatic Life Tolerance HIGH
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In-stream Habitat LOW
(3) Baseflow HIGH
(3) Substrate LOW
(3) Stream Stability LOW
(3) In-stream Habitat MEDIUM
(2) Stream-side Habitat LOW
(3) Stream-side Habitat LOW
(3) Thermoregulation LOW
(2) Tidal Marsh In-stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In-stream Habitat NA
(2) Intertidal Zone NA
Overall LOW
Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Camp Blue Star - SAM#3 Date of Assessment 3/29/18
Stream Category Mb1 Assessor Name/Organization AXE/WGL
Notes of Field Assessment Form (Y/N)NO
Presence of regulatory considerations (Y/N)YES
Additional stream information/supplementary measurements included (Y/N)YES
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)Intermittent
Function Class Rating Summary
USACE/
All Streams
NCDWR
Intermittent
(1) Hydrology HIGH HIGH
(2) Baseflow HIGH HIGH
(2) Flood Flow HIGH HIGH
(3) Streamside Area Attenuation MEDIUM MEDIUM
(4) Floodplain Access MEDIUM MEDIUM
(4) Wooded Riparian Buffer HIGH HIGH
(4) Microtopography NA NA
(3) Stream Stability HIGH HIGH
(4) Channel Stability HIGH HIGH
(4) Sediment Transport MEDIUM MEDIUM
(4) Stream Geomorphology HIGH HIGH
(2) Stream/Intertidal Zone Interaction NA NA
(2) Longitudinal Tidal Flow NA NA
(2) Tidal Marsh Stream Stability NA NA
(3) Tidal Marsh Channel Stability NA NA
(3) Tidal Marsh Stream Geomorphology NA NA
(1) Water Quality HIGH HIGH
(2) Baseflow HIGH HIGH
(2) Streamside Area Vegetation MEDIUM MEDIUM
(3) Upland Pollutant Filtration MEDIUM MEDIUM
(3) Thermoregulation HIGH HIGH
(2) Indicators of Stressors NO NO
(2) Aquatic Life Tolerance HIGH NA
(2) Intertidal Zone Filtration NA NA
(1) Habitat HIGH HIGH
(2) In-stream Habitat HIGH HIGH
(3) Baseflow HIGH HIGH
(3) Substrate MEDIUM MEDIUM
(3) Stream Stability HIGH HIGH
(3) In-stream Habitat HIGH HIGH
(2) Stream-side Habitat HIGH HIGH
(3) Stream-side Habitat HIGH HIGH
(3) Thermoregulation HIGH HIGH
(2) Tidal Marsh In-stream Habitat NA NA
(3) Flow Restriction NA NA
(3) Tidal Marsh Stream Stability NA NA
(4) Tidal Marsh Channel Stability NA NA
(4) Tidal Marsh Stream Geomorphology NA NA
(3) Tidal Marsh In-stream Habitat NA NA
(2) Intertidal Zone NA NA
Overall HIGH HIGH
to T r L 5t f
NC DWO Stream Identification Form Version 4.11
Date:
Projecti5ite: r,afe �.{
Latitude:�� L� f
Evaluator A X �G
County: �� c v1 C� t? S vr'i
Longitude: _ Z
Total Points:
Stream Determination (circle ne
Other W
Stream +s at least +ntermirrerrt
F '
Ephemeral Intermittent(erennta
e g Quad Name:
r{? 19 or efennral rr? 30'
A. Geama tlola (Subtotal = 1 .:'1
Absent
Weak
Moderate
Strong
13 Continuity of channel bed and bank
0
2
3
2 Sinuosity of channel along thalweg
0
1
3
3 In -channel structures ex riffle -pool. step -pool
ripple -pool sequence
0
�
2
3
4 Particle size of stream substrate
0
2
3
5 ActwJrellcl floodplain
Ty
]
2
3
E Depositional bars or benches
0
10
22
3
7 Recent alluvial deposits
0
3
8 Headcuts
0
2
3
9 Grade control
0.5
1
1.5
10 Natural valley
0
05
1
5
11 Second or greater order channel
f,o = 0
Yes = 3
artHiclal ditches are not rated, see discussions in manual
B. Hvdrologv (Subtotal = -P )
12 Presence of Easeflow
0
1
2
Q
13 Iron oxidizing bacteria
1
2
3
14 Leaf litter
1-5
05
0
15 Sediment on plants o debris
0
0
1
1-5
15 Organic debris lines or piles
0
1
1 5
17 Soli -based evidence if high water table?
No = 0
es =
C. Bialoav ('Subtotal = I
18. Fibrous roots in streambed
2
1
0
19 Rooted upland plants in strearnbed
J
2
1
0
20. Macrobenthas (note diversity and abundance)
0
1
2
21 Aquatic Mollusks
1
2
3
22 Fish
0.5
1
1.5
23 Crayfish
0.5
1
1.5
24 Amphibians
D:)
0.5
1
1.5
25 Algae
0
0.5
1
1.5
25. Wetland plants in strearnbed
FACW = 0.75. OBL
= 1.5 Other = 0
'perennial streams may also be identified using other methods See ❑ 35 of manual
Notes.
Sketch: M ,a 1$ k p lit C A.) ti A/wy
5 +04& i
t 01 W e
9LA Vol

NC DWQ Stream identification Form Version 4.11
Date: Project(Site:
Evaluator: County:
Total Points: Stream Determination (circle one)
Stream is at least intermittent E f►emeral Intermittent Perennial
if a 18 or perennial if a 30' P
A. Geomorphology (Subtotal = }
18-Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
4. Particle size of stream substrate
S. Acbvelrelict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
ar#iflcial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = r J }
12. Presence of Baseflow
13- Iron oxidizing bacteria
14- Leaf litter
15- Sediment on plants or debris
16. Organic debris lines or piles
IT Soil -based evidence of high water table?
Latitude: ?, j f r�
Longitude: -
Other
e.g. Quad Name: r
Absent
Weak
Moderate
Strong
0
1
2
0
1
—
3+
0
1
2
3
0
2
-0
1
2
3
0
1
2
0
1
2
(3_
1
2
3
0
0.5
1
0
0.5
1
1
( No=O
Yes
0
1
2
0
1
2
3
1.5
i
0.5
0
0
0.5
1
1.5
0
0.5
1
1.5
No=0
Yes=B

Nr DWO Stream Identification Form Version 4.11
Date: r _ 1
Project/Site:
Latitude: 7 S t�
Evaluator: �rr0 1
County:
Longitude: --to"
Total Points:
Stream Determination (circle one)
Other ro ,� C
Stream is at least rnterrnittent
niehPerennial
Ephemeral r�mtt
e.g. Road vame:
if?19or rennialifz3a"�0
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1_-.
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3- In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
�'
2
3
4. Particle size of stream substrate
0
1
2
3
5- Active/relict floodplain
LQ
1
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
1
3
8. Headcuts
.0
1
2
3
9. Grade control
0
0.5
1
I
10. Natural valley
0
0-5
1
T 5
11. Second or greater order channel
=
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hvdroloov [Subtotal = r ]
12. Presence of Baseflow
0
1
2
1-1
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
0.5
15. Sediment on plants or debris
0
5
1
1-5
16 Organic debris lines or piles
0
0.5
1
17. Soil -based evidence of high water table?
b = 0
Yes = 3
C:. Bioloov (Subtotal = C_1 )
15. Fibrous roots in streambed
3
2
1
0.
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0-5
1
1.5
24. Amphibians
0
0-5
1
1.5
25- Algae
0
0-5
1
1.5
26. Wetland plants in streambed
FACW = 0-75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes. L-&-,ram - s
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site.
Latitude:-3S.Zc-K2 Z�
Evaluator: r
County:
Longitude: � S S 2 (]J
Total Points:
Stream Determination (circle oney
Other ftl0l 6►.F'0'k_
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if 79 or perennial if z 30"
A. Geomorphology (Subtotal = 17 }
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
01
2
3. In -channel structure: ex. riffle -pool, step -pool,
sequence
0
1
2
,3
-ripple-pool
4. Particle size of stream substrate
0
1
2
3
5. Activelrelict floodplain
.0
1
2
3
6. Depositional bars or benches
0
1
3
7. Recent alluvial deposits
0
1
2 `
3
8. Headcuts
0
1
2
3
9. Grade control
0
0-5
1
1.5
10- Natural valley
0
0-5
1
1.5
11- Second or greater order channel
No = 0
Yes = 3
arnnc{ai ditches are not raced: see discussions in manual
S. Hydrology (Subtotal = r )
12. Presence of Baseflow
0
1
2
3
13- Iron oxidizing bacteria
- 0
1
2
3
14- Leaf litter
1.5
1
0.5
0
15, Sediment on plants or debris
0
0.5
1
1-5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0..
1
2
3
22. Fish
L0
0.5
1
1.5
23. Crayfish
_0_
0.5
1
1-5
24. Amphibians
0
0.5
1,
1.5
25. Algae
0
0.5
1 1
1.5
26. Wetland plants in streambed
FACW = 0.75; ❑BL = 1.5' Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: A ,
r i
Sketch:

Mud Cr - XS 6 Riffle --
Mud Cr - XS 7 Riffle --
75.5
75
74.5
F 74
9 73.5
w 73
72.5
72
71.5
30 0 5 10 15 20
Width from River Left to Right (ft)
height of instrument ft r i r r
omit distance FS FS FS W fpa channel Manning's
notes ot. (ft) (ft) elevation bankfull too of bank (ft) slope (% 1
dimensions
7.1
x-section area
0.9
d mean
8.2
width
9.2
wet P
1.6
d max
0.8
h d radi
1.6
bank ht
9.4
w/d ratio
26.0
W Flood prone area
3.2
ent ratio
hydraulics
0.0
velocity ft/sec
0.0
discharge rate, 01 cfs
0.00
shear stress Ibs/fts
0.00
shear velocity ft/sec
0.000
unit stream power Ibs/ft/sec
0.00
Froude number
0.0
friction factor u/u'
0,B
threshold grain size mm
check from channel material
0
measured D84 mm
0.0
relative rou hness 1
0.0
1 fric. factor
0.000
1 Mannin 's n from channel material
25
height of instrument ft P
omit distance FS FS FS W fpa channel Manning's
notes qt. (ft) (ft) elevation bankfull too of bank (ft) slope (% 1 ,
dimensions
7.1
6.0
1.7
2.0
25.0
x-section area
1.2
7.4
1.0
5.1
4.2
I'00
width
d max
bank ht
W Flood rone area
hydraulics
0.0
velocity ft/sec
0.0
discharge rate, 01 cfs
0.00
shear stress Ibs/fts
0.00
shear velocity ft/sec
0.000
unit stream power Ibs/ft/sec
0.00
Froude number
0.0
friction factor u/u'
&B
threshold grain size mm
check from channel material
0
measured D84 mm
0.0
relative rou hness 1
0.0
fric. factor
0.000
Mannin 's in from channel material

78.5
78
77.5
77
76.5
76
w 75.5
75
74.5
74
0 5
of instrument
notes
Mud Cr - XS 8 Riffle --
10 15 20 25
Width from River Left to Right (ft)
Mud Cr -XS8
Riffle
elevation
78.20827
78.0037
77.48956
I bankfull Itopofbankl (ft) I slope (%) I "n"
r
75.93 1 77.49
76.76783
75.12339
74.74206
74.61912
74.61504
74.91967
dimensions
7.1
6.5
1.3
2.9
10.0
x-section area
1.1
7.7
0.9
6.0
1.5
d mean
width
wet P
d max
h d radi
bank ht
Id ratio
W Flood rone area
ent ratio
76.39119
77.03689
77.54497
77.90845
77.96669
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0 0
velocity ft/sec
discharge rate, 01 cfs
shear stress Ibs/fts
shear velocity ff/sec
unit stream power Ibs/ft/sec
Froude number
friction factor u/u'
threshold grain size mm
check from
channel material
0
0.0
measured D84 mm
relative roughness1 0.0 1 fric. factor 11
0.000 1Manning's n from channel material
description:
height of instrument ft
Riffle
11
notes
omit
pt.
❑
distance FS
(ft) (ft) elevation
r r 82.98889
82.51512
81.68755
• r 81.20923
•� 81.39748
r 80.38719
r 79.97487
r 80.07407
80.11238
81.36649
82.38937
: r 82.41897
83.11224
FS FS
bankfull top of bank
81.49 1 82.39
W fpa channel I Manning's
(ft) slope (%)
❑
dimensions
7.1
7.3
1.5
2.4
22.0
x-section area
1.0
8.9
0.8
7.5
3.0
d mean
❑
❑
❑
❑
❑
❑
❑
width
wet P
d max
h d radi
bank ht
w/d ratio
W Flood rone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
&0
velocity ft/sec
❑
❑
❑
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ff/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
threshold grain size mm
13
❑
check from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 1 0.0 fric. factor
❑
1 Mannin 's in from channel material

85.5
Mud Cr - XS 10 Riffle --
85
84.5
84
83.5
83
w 82.5
82
81.5
81
0
5
section:Mud
10 15
Width from River Left to Right (ft)
Cr XS 10
Riffle
20
25
description:
height of instrument ft
r
notes
omit
pt.
distance FS
(ft) (ft)
elevation
FS
bankfull
FS
top of bank
W fpa
(ft)
channel
slope (%)
Manning's
"n"
13
❑
❑
-EF•
❑
❑
❑
❑
❑UTAIT
❑
r •
1
1 111+ r
.65996
84.26017
84.01061
82.75777
82.17094
81.61832
81.64858
81.75945
81.6547
83.29202
84.12322
82.82 84
dimensions
7.1
7.5
1.2
2.4
10.0
x-section area
0.9
8.5
0.8
7.9
1.3
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone area
ent ratio
hydraulics
❑
❑
❑
❑
• r •
84.81091
85.30378
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0-.0
velocity ff/sec
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ff/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
threshold gmin size mm
13
❑
check from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 0.0
fric. factor
❑
Mannin 's n from channel
material13
92
91
Mud Cr - XS 11 Riffle --
90
ii 89
88
87
w
86
85
84
0
5
section:1
description:
height of instrument ft
10 15 20
Width from River Left to Right (ft)
Mud Cr XS 11
Riffle
25
30
notes
omit
pt
❑
distance FS
ft ft
r r r
r r• r•
r' r
- • r • r
r•.
r
r
r r •
elevation
89.94082
89.93696
89.64609
89.38523
85.7783
85.52373
85.36802
85.26757
85.47833
86.27991
88.59523
89.21234
91.11138
91.09937
FS FS W fpa channel Manning's
bankfull top of bank (ft) slope (%) "n"
r
86.45 89.38
❑
dimensions
7.1
7.7
1.2
4.1
9.0
x-section area
0.9
8.7
0.8
8.3
1.2
d mean
❑
❑
❑
❑
❑
❑
❑
❑
9AN•
107,
❑
❑
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
&0
velocity ft/sec
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ft/sec
unit stream power Ibs/ft/sec
Froude number
❑
friction factor u/u'
❑
threshold grain size mm
13
❑
Icheck from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 0.0
fric. factor
❑
1 Mannin 's in from channel
material

85
84
83
82
81
80
w 79
78
77
76
0 5
of instrument
notes
Blue Star UT 1 - XS 1 Riffle --
10 15 20 25 36 35
Width from River Left to Right (ft)
elevation I I bankfull I too of
dimensions
3.1
x-section area
0.6
1 d mean
5.5
width
6.4
wet P
1.2
d max
0.5
h d radi
1.8
bank ht
9.6
w/d ratio
8.0
W Flood prone area
1.5
ent ratio
hydraulics
0.0
velocity ft/sec
0.0
discharge rate, Q cfs
0.00
shear stress Ibs/fts
0.00
shear velocity ft/sec
0.000
unit stream power Ibs/ft/sec
0.00
Froude number
0.0
friction factor u/u'
0:0
threshold grain size mm
check from channel material
0
measured D84 mm
0.0
relative rou hness
0.0
fric. factor
0.000
1 Mannin 's n from channel material
88
87
86
85
84
w 83
82
81
80
notes
Blue Star UT 1 - XS 2 Riffle --
0 5 10 15 20 25 30 35 40 45 50
Width from River Left to Right (ft)
of instrument
elevation I I bankfull I too of
dimensions
3.1
5.5
1.2
1.6
50.0
x-section area
0.6
6.1
0.5
9.6
9.1
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W Flood rone area
ent ratio
hydraulics
0.0
velocity ft/sec
0.0
discharge rate, Q cfs
0.00
shear stress Ibs/ft s
0.00
shear velocity ft/sec
0.000
unit stream power Ibs/ft(sec
0.00
Froude number
0.0
friction factor u/u'
&0
threshold grain size mm
heck from channel material
0
measured D84 mm
0.0
IC
relative rou hness 0.0 fric. factor
0.000
Mannin 's in from channel material

Blue Star UT 1 - XS 3 Riffle --
89
88
87
86
j 85
w
84
83
82
0 5 10 15 20 25 30 35 40 45 50
Width from River Left to Right (ft)
of instrument
notes
Riffle
elevation
bankfull top of bank (ft) I slope (%) I "n"
38.17007
86.5689
35.11466
83.68 1 84.73
84.0612
83.7304
dimensions
3.1
5.8
0.9
2.0
11.0
x-section area
0.5
6.2
0.5
10.9
1.9
d mean
33.49548
82.7683
width
wet P
d max
h d radi
32.77641
32.97072
bank ht
w/d ratio
W Flood rone area
ent ratio
33.38488
33.87176
84.7282
35.03102
34.89672
33.66887
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0"
velocity ft/sec
discharge rate, 01 cfs
shear stress Ibs/fts
shear velocity ft/sec
unit stream power Ibs/ft/sec
Froude number
friction factor u/u'
threshold grain size mm
check from
channel material
0
0.0
measured D84 mm
relative roughness 1 0.0 1 fric. factor 11
0.000 1Manning's n from channel material
Blue Star UT 1 - XS 4 Riffle --
87
86.5
86
85.5
o
2 85
w
84.5
84
83.5
0 5 10 Width A River Left to Rgnt (ft) 25 30 35
section: Blue Star UT 1 XS 4
Riffle
description: =
height of instrument ft
notes
omit
pt.
distance FS
(ft) (ft)
elevation
FS FS
bankfull top of bank
84.63 1 84.84
W fpa channel Manning's
(ft) slope (%)
13
❑
86.84592
r 85.70469
•r 84.84392
84.29359
83.83054
• r 83.83979
r • 83.80191
84.05844
84.13009
84.63129
r 85.37299
ffLLMtj,-kj-jL 85.77944
86.5322
❑
dimensions
3.1
6.7
0.8
1.0
15.0
x-section area
0.5
7.1
0.4
14.7
1 2.2
d mean
❑
❑
❑
❑
❑
❑
❑,IWA
❑
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
&0
velocity ft/sec
discharge rate, 01 cfs
❑
shear stress Ibs/ft s
❑
shear velocity ff/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
threshold grain size mm
13
❑
check from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 1 0.0 fric. factor
❑
Mannin 's n from channel material

90
Blue Star UT 1 - XS 5 Riffle --
89.5
89
88.5
^ 88
87.5
87
w 86.5
86
85.5
..
85
84.5
::..:
..:.......:.......:.......i::::::::::..
0
5 10 15 20 25
Width from River Left to Right (ft)
section: =
Riffle
description: =
hei ht of instrument ft
30 35
notes
omit
pt.
distance
(ft)
FS
ft
elevation
FS FS W fpa
bankfull top of bank (ft)
channel Manning's
slope (%) "n"
❑
❑
❑
❑
❑
❑
r
r•
• • r
r'•
r
89.55325
88.88906
88.65316
88.15401
87.41972
85.66753
85.02881
86.4441
86.9865
86.07 86.44
dimensions
3.1
4.4
1.0
1.4
11.0
x-section area
0.7
5.1
0.6
6.2
2.5
d mean
width
d max
di85.0393
�nrpa
bank ht
io85.47403
W Flood rone area
io
hydraulics
❑
❑
❑
❑
87.80122
0.0
0.0
0.00
0.00
0.000
0.00
0.0 friction
0,0 threshold
velocityft/sec
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ft/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
factor u/u'
❑
gmin size mm
1:1
❑
check from channel material
❑
0
0.0 relative
0.000
measured D84 mm
❑
to hness 1 0.0
fric. factor
❑
Manning's n from channel
material13
EPss Section
Riffle ---
1
0.9
0.8
0.7
0.6
9 0.5
1
0.4
w
0.3
0.2
0.1
0
0 0.2 0.4 0.6 0.8 1 1.2
Width from River Left to Right (ft)
s
Riffle
description:
height of instrument ft
notes
omit
pt.
distance
(ft)
FS
(ft)
elevation
FS FS W fpa channel Manning's
bankfull top of bank (ft) slope (%)
❑
0 ---
13
❑
dimensions
0.0
0.0
0.0
0.0
0.0
x-section area
0.0
0.0
0.0
0.0
0.0
d mean
❑
width
wet P
❑
d max
h d radi
❑
bank ht
w/d ratio
❑
W Flood prone area
ent ratio
hydraulics
❑
❑
0.0
0.0
0.00
0.00
0.000
0.00
0.0
&,
velocity ft/sec
❑
discharge rate, 01 cfs
❑
shear stress Ibs/ft s
❑
❑
shear velocity ft/sec
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
13
threshold grain size mm
❑
Icheck from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative roughness 1 0.0 fric. factor
❑
1 Mannin 's in from channel material

86.5
86
85.5
85
w 84.5
84
83.5
BlueSlar UT 2 - XS 12 Riffle --
0 2 4 6 8 10 12 14 16 18
Width from River Left to Right (ft)
height of instrument ft
notes
omit
pt.
distance
FS
vation
FS FS W fpa channel Manning's
bankfull top of bank (ft) slope (%)
m
❑5845
m4019❑4994
❑74025
❑73492
❑
❑QL&IM
❑QjYM
o=r
1935
4041
84.62932
85.06706
85.07526
r 1
84.95 84.95
dimensions
1.9
2.5
1.2
1.2
50.0
x-section area
0.8
width
3.7
rentratio
d max
0.5 i❑92177
bank ht
3.3 o
W Flood rone area
19.9
hydraulics
❑
❑
❑
❑
JMU
85.07538
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0-.G
velocity ft/sec
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ft/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
threshold gmin size mm
13
❑
check from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 0.0 fric. factor
❑
Mannin 's n from channel material
89
88.5
x
88
87.5
w
87
86.5
86
BlueSlar UT 2 - XS 13 Riffle ---
im"I
0 2 4 6 8 10 12 14 16 18
Width from River Left to Right (ft)
height of instrument ft
notes
omit
pt.
distance
ft
FS
(ft) elevation
FS FS
bankfull top of bank
W fpa channel Manning's
(ft) slope (%)
MW
❑
❑
❑
❑
❑
❑
❑
❑
r
��
•
r •
88.57362
88.62757
88.70236
86.21111
86.48588
86.47611
88.69174
88.78459
87.65 88.7
I I
dimensions
3.5
3.2
1.4
2.5
50.0
x-section area
1 1.1
5.1
0.7
3.0
15.4
Id mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W Flood prone area
ent ratio
13
hydraulics
❑
❑
1
0.0
0.0
0.00
0.00
0.000
0.00
0.0
&0
velocity ftfsec
❑
discharge rate, 01 cfs
❑
shear stress Ibs/ft s
❑
shear velocity ft/sec
❑
unit stream power Ibs/ft/sec
❑
Froude number
❑
friction factor u/u'
❑
threshold grain size mm
13
❑
check from channel material
❑
0
0.0
0.000
measured D84 mm
❑
relative rou hness 1 0.0 fric. factor
❑
1 Mannin 's in from channel material

95
94
93
92
w 91
90
89 +
0
notes
BlueSlar UT 2 - XS 14 Riffle --
2 4 6 8 10 12 14 16
Width from River Left to Right (ft)
section: =
Riffle
description: =
of instrument ft I , I I
Ice I FS FS FS W fpa channel Manning's
(ft) elevation bankfull too of bank (ft) slope (% ) 1 1.n1.
dimensions
3.5
2.3
2.4
2.9
50.0
x-section area
1.5
5.7
0.6
1.5
21.7
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone area
ent ratio
hydraulics
0.0
0.0
0.00
0.00
0.000
0.00
0.0
0,0
velocity ft/sec
discharge rate, 01 cfs
shear stress Ibs/ft s
shear velocity ft/sec
unit stream power Ibs/ft(sec
Froude number
friction factor u/u'
threshold gmin size mm
check from channel material
0
0.0
0.000
measured D84 mm
relative rou hness 1 0.0
fric. factor
Mannin 's in from channel material

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix C
Site Conservation Easement (USACE Wilmington Dist.)

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRITION:
Deed Book: 1657 Page: 370 County: Henderson
Deed Book: 1488` Page: 330 County: Henderson
Parcel ID Number: NC PIN 9546110101, and PIN 9545371279
Street Address: 179 Blue Star Way, Hendersonville NC 28739
Property Owner (please print: Blustar LandCo, LLC
Property Owner (please print): E Authorized Agent
The undersigned, registered property owner(s) of the above property, do hereby authorize
Raymond Holz of Restoration Systems, LLC
to take all actions necessary for the evaluation of the property as a potential stream and wetland
mitigation project, including conducting stream and/or wetland determinations and delineations, as well
as issuance and acceptance of any required permit(s) or certification(s). I agree to allow regulatory
agencies, including the US Army Corps of Engineers, to visit the property as part of these environmental
reviews.
Property Owners(s) Address:
(if different from above)
Property Owner Telephone Number: 828.692.3591 (Office Phone)
Property Owner Telephone Number:
We hereby certify the above information to be true and accurate to the best of our knowledge.
(Property Owner Authorized Signature)
2111Zol
(Dale)
(Property Owner Authorized Signature) (Date)

RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
SPACE ABOVE THIS LINE FOR RECORDER’S USE

PERMANENT CONSERVATION EASEMENT

THIS CONSERVATION EASEMENT (“Conservation Easement”) is made this _______ day
of_ , 2019, by and between insert
(“Grantor”) and Conserving Carolina, a North Carolina Non-Profit Corporation (“Grantee”).

The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
RECITALS
WHEREAS, Grantor owns in fee simple certain real property situated, lying and being in
Yadkin County, North Carolina, more particularly described in Exhibit A attached hereto and
incorporated herein (the “Property”).
WHEREAS, Grantee is a North Carolina Non-Profit Corporation, who is a charitable, not-
for-profit or educational corporation, association, or trust qualified under § 501 (c)(3) and § 170 (h) of
the Internal Revenue Code, the purposes or powers of which include one or more of the purposes (a)
– (d) listed below:

a) retaining or protecting natural, scenic, or open-space aspects of real property;
b) ensuring the availability of real property for recreational, educational, or open-space use;

Page 2 of 14

c) protecting natural resources;
d) maintaining or enhancing air or water quality.

WHEREAS, Grantor and Grantee recognize the conservation, scenic, natural, or aesthetic
value of the property in its natural state, which includes the following natural communities: streams,
wetlands, and montane alluvial forest/floodplains. The purpose of this Conservation Easement is to
maintain streams, wetlands and riparian resources and other natural values of approximately 16.24
acres, more or less, and being more particularly described in Exhibit B attached hereto and
incorporated fully herein by reference (the “Conservation Easement Area”), and to prevent the use or
development of the Conservation Easement Area for any purpose or in any manner that would conflict
with the maintenance of its natural condition.

WHEREAS, the restoration, enhancement and preservation of the Conservation Easement
Area is a condition of the approval of the Mitigation Banking Instrument (MBI) and Mitigation
Plan for the Camp Blue Start Con-Gen Stream Mitigation Bank Parcel, Department of the Army
(DA) Action ID Number SAW-2018-0707, titled “Agreement to Establish the Restoration
Systems’ French Broad 05 Umbrella Mitigation Bank within the State of North Carolina”, entered
into by and between Restoration Systems, LLC acting as the Bank Sponsor and the Wilmington
District Corps of Engineers (Corps), in consultation with the North Carolina Interagency Review
Team (IRT). The Camp Blue Start Con-Gen Stream Mitigation Site has been approved by the
Corps for use as a mitigation bank to compensate for unavoidable stream and wetland impacts
authorized by DA permits.
WHEREAS, Grantor and Grantee agree that third-party rights of enforcement shall be
held by the U.S. Army Corps of Engineers, Wilmington District (“Third-Party,” to include any
successor agencies), and may be exercised through the appropriate enforcement agencies of the
United States, and that these rights are in addition to, and do not limit, the rights of enforcement
under the Department of the Army instrument number SAW-2017-01463 (“Mitigation Banking
Instrument”), or any permit or certification issued by the Third-Party.

NOW, THEREFORE, for and in consideration of the covenants and representations
contained herein and for other good and valuable consideration, the receipt and legal sufficiency
of which is hereby acknowledged, Grantor hereby unconditionally and irrevocably grants and
conveys unto Grantee, its heirs, successors and assigns, forever and in perpetuity a Conservation
Easement of the nature and character and to the extent hereinafter set forth, over the Conservation
Easement Area described on Exhibit B, together with the right to preserve and protect the
conservation values thereof, as follows:

ARTICLE I.
DURATIONOF EASEMENT
This Conservation Easement shall be perpetual. This Conservation Easement is an
easement in gross, runs with the land and is enforceable by Grantee against Grantor, Grantor’s
personal representatives, heirs, successors and assigns, lessees, agents and licensees.

Page 3 of 14

ARTICLE II.
PROHIBITED AND RESTRICTED ACTIVITIES; FENCING OBLIGATIONS
Any activity on, or use of, the Conservation Easement Area inconsistent with the purpose
of this Conservation Easement is prohibited. The Conservation Easement Area shall be preserved
in its natural condition and restricted from any development that would impair or interfere with
the conservation values of the Conservation Easement Area.
Without limiting the generality of the foregoing, the following activities and uses are expressly
prohibited, restricted or reserved as indicated hereunder:
A. Disturbance of Natural Features. Any change disturbance, alteration or impairment of the
natural features of the Conservation Easement Area or any introduction of non-native plants and/or
animal species is prohibited.
B. Construction. There shall be no constructing or placing of any building, mobile home,
asphalt or concrete pavement, billboard or other advertising display, antenna, utility pole, tower, conduit,
line, pier, landing, dock or any other temporary or permanent structure or facility on or above the
Conservation Easement Area.
C. Industrial, Commercial and Residential Use. Industrial, residential and/or commercial
activities, including any rights of passage for such purposes are prohibited.
D. Agricultural, Grazing and Horticultural Use. Agricultural, grazing, animal husbandry, and
horticultural use of the Conservation Easement Area are prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting or mowing
of trees, shrubs, or other vegetation in the Conservation Easement Area except as provided in the
Mitigation Plan. Mowing of invasive and herbaceous vegetation for purposes of enhancing planted or
volunteer trees and shrubs approved in the Mitigation Plan is allowable once a year for no more than
seven consecutive years from the date on page 1 of this Conservation Easement, except where mowing
will negatively impact vegetation or disturb soils. Mowing activities shall only be performed by
Restoration Systems, LLC and shall not violate any part of Item L of Article II.
F. Roads and Trails. There shall be no construction of roads, trails or walkways on the
Conservation Easement Area; nor enlargement or modification to existing roads, trails or walkways.
G. Signage. No signs shall be permitted on or over the Conservation Easement Area, except
the posting of no trespassing signs, signs identifying the conservation values of the Conservation
Easement Area, signs giving directions or proscribing rules and regulations for the use of the
Conservation Easement Area and/or signs identifying Grantor as owner of the Conservation Easement
Area.

Page 4 of 14

H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste, abandoned
vehicles, appliances, machinery or hazardous substances, or toxic or hazardous waste, or any placement
of underground or aboveground storage tanks or other materials on the Conservation Easement Area
is prohibited.
I. Excavation, Dredging or Mineral Use. There shall be no grading, filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or other materials,
and no change in the topography of the land in any manner on the Conservation Easement Area, except
to restore natural topography or drainage patterns. For purposes of restoring and enhancing streams and
wetlands within the Conservation Easement Area, Restoration Systems, LLC is allowed to perform
grading, filling, and excavation associated with stream and wetland restoration and enhancement
activities as described in the Mitigation Plan and authorized by Department of the Army Nationwide
Permit 27.
J. Water Quality and Drainage Pattern. There shall be no diking, draining, dredging,
channeling, filling, leveling, pumping, impounding or related activities, or altering or tampering with
water control structures or devices, or disruption or alteration of the restored, enhanced, or created
drainage patterns. In addition, diverting or causing or permitting the diversion of surface or
underground water into, within or out of the easement area by any means, removal of wetlands,
polluting or discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides is
prohibited.
K. Development Rights. No development rights that have been encumbered or extinguished
by this Conservation Easement shall be transferred pursuant to a transferable development rights
scheme or cluster development arrangement or otherwise.
L. Vehicles. The operation of mechanized vehicles, including, but not limited to, all-terrain
vehicles, cars and trucks is prohibited other than for temporary or occasional access by Restoration
Systems, LLC, Grantee, their employees and agents, successors, assigns, and the Corps for purposes
of constructing, maintaining and monitoring the restoration, enhancement and preservation of streams,
wetlands and riparian areas within the Conservation Easement Area.
M. Other Prohibitions. Any other use of, or activity on, the Conservation Easement Area which
is or may become inconsistent with the purposes of this grant, the preservation of the Conservation
Easement Area substantially in its natural condition, or the protection of its environmental systems, is
prohibited.
To ensure compliance with Article II, Section D prohibiting agricultural, grazing, animal
husbandry, and horticultural use within the Conservation Easement Area and without in any manner
limiting the obligations of Grantor under Article VII, Section F below, at any time that any portion of
the Property is used for animal grazing, animal husbandry, raising livestock, or similar uses, Grantor,
at its sole cost and expense and before beginning such use, shall erect fencing (“Fencing”) to
exclude all livestock and animals from the Conservation Easement. Grantor, at its sole cost and
expense, shall maintain, repair, and replace the Fencing as necessary to ensure that it is functioning

Page 5 of 14

and in good order and repair. For the avoidance of doubt, the obligations with respect to the
Fencing shall bind Grantor as well as its personal representatives, heirs, successors and assigns,
including without limitation successors-in-title to the Property, and the Fencing as well as the
installation and use thereof must comport in all other respects with all terms and conditions of this
Conservation Easement.
ARTICLE III
GRANTOR’S RESERVED RIGHTS
Grantor expressly reserves for himself, his personal representatives, heirs, successors or
assigns, the right to continue the use of the Conservation Easement Area for all purposes not
inconsistent with this Conservation Easement, including, but not limited to, the right to quiet
enjoyment of the Conservation Easement Area, the rights of ingress and egress, the right to hunt, fish,
and hike on the Conservation Easement Area, the right to sell, transfer, gift or otherwise convey the
Conservation Easement Area, in whole or in part, provided such sale, transfer or gift conveyance is
subject to the terms of, and shall specifically reference, this Conservation Easement.
Notwithstanding the foregoing Restrictions, Grantor reserves for Grantor, its successors and
assigns, including Restoration Systems, LLC acting as the Bank Sponsor, the right to construct and
perform activities related to the restoration, enhancement, and preservation of streams, wetlands and
riparian areas within the Conservation Easement Area in accordance with the approved Brushy
Mountain Stream and Wetland Mitigation Plan, and the Mitigation Banking Instrument described
in the Recitals of this Conservation Easement.
ARTICLE IV.
GRANTEE’S RIGHTS
Grantee or its authorized representatives, successors and assigns, and the Corps, shall have the
right to enter the Property and Conservation Easement Area at all reasonable times for the purpose of
inspecting the Conservation Easement Area to determine if Grantor, or his personal representatives,
heirs, successors, or assigns, is complying with the terms, conditions, restrictions, and purposes of this
Conservation Easement. Grantee, Restoration Systems, LLC, and its authorized representatives,
successors and assigns, and the Corps, without limiting any other rights set forth in this Conservation
Easement in their favor, shall also have the right to enter and go upon the Conservation Easement
Area for purposes of making scientific or educational observations and studies, and taking samples.
The easement rights granted herein do not include public access rights.
ARTICLE V
ENFORCEMENT AND REMEDIES
A. To accomplish the purposes of this Easement, Grantee and the Corps are allowed to
prevent any activity on or use of the Conservation Easement Area that is inconsistent with the purposes
of this Easement and to require the restoration of such areas or features of the Conservation Easement
Area that may be damaged by such activity or use. Upon any breach of the terms of this Conservation

Page 6 of 14

Easement by Grantor that comes to the attention of Grantee, Grantee shall notify Grantor in writing of
such breach. Grantor shall have 30 days after receipt of such notice to correct the conditions
constituting such breach. If the breach remains uncured after 30 days, Grantee may enforce this
Conservation Easement by appropriate legal proceedings including damages, injunctive and other
relief. Notwithstanding the foregoing, Grantee reserves the immediate right, without notice, to obtain
a temporary restraining order, injunctive or other appropriate relief if the breach of the terms of this
Conservation Easement is or would irreversibly or otherwise materially impair the benefits to be
derived from this Conservation Easement. Grantor and Grantee acknowledge that under such
circumstances damage to Grantee would be irreparable and remedies at law will be inadequate. The
rights and remedies of Grantee provided hereunder shall be in addition to, and not in lieu of, all other
rights and remedies available to Grantee in connection with this Conservation Easement. The costs
of a breach, correction or restoration, including Grantee’s expenses, court costs, and attorneys’ fees,
shall be paid by Grantor, provided Grantor is determined to be responsible for the breach. The Corps
shall have the same rights and privileges as the said Grantee to enforce the terms and conditions of
this Conservation easement.
B. No failure on the part of Grantee to enforce any covenant or provision hereof shall
discharge or invalidate such covenant or any other covenant, condition, or provision hereof or affect
the right to Grantee to enforce the same in the event of a subsequent breach or default.
C. Nothing contained in this Conservation Easement shall be construed to entitle Grantee to
bring any action against Grantor for any injury or change in the Conservation Easement Area resulting
from causes beyond Grantor’s control, including, without limitation, fire, flood, storm, war, acts of God
or third parties, except Grantor’s lessees or invitees; or from any prudent action taken in good faith by
Grantor under emergency conditions to prevent, abate, or mitigate significant injury to life, damage to
property or harm to the Conservation Easement Area resulting from such causes.
ARTICLE VI
ACCESS EASEMENT
In addition, Grantor hereby gives, grants, assigns, and conveys to Grantee, for the
benefit of the Grantee and its heirs, successors and assigns, including but not limited to their
respective employees, contractors, subcontractors, independent contractors, and licensees, a
perpetual and non-exclusive right, privilege, license, and easement for pedestrian and vehicular
access, ingress, egress, and regress (the "Access Easements"), over, across, through, and upon
those portions of the Property being more particularly described in Exhibit C, attached hereto and
incorporated fully herein by reference (collectively the "Access Easement Areas"). TO HAVE AND
TO HOLD such rights, privileges, licenses, and easements, forever. For the avoidance of any
doubt, the Access Easement Areas are not subject to the restrictions set forth in Article II, except
Article II, Subsections (B), (H), (I), and (M); provided, however, the Access Easements shall otherwise
be subject in all respects to the terms of this Conservation Easement.

Page 7 of 14

ARTICLE VII
MISCELLANEOUS
A. Warranty. Grantor warrants, covenants and represents that it owns the Property in fee
simple, and that Grantor owns all interests in the Property which may be impaired by the granting of
this Conservation Easement and that there are no outstanding mortgages, tax liens, encumbrances, or
other interests in the Property which have not been expressly subordinated to this Conservation
Easement. Grantor further warrants that Grantee shall have the use of and enjoy all the benefits derived
from and arising out of this Conservation Easement, and that Grantor will warrant and defend title to
the Property against the claims of all persons.
B. Subsequent Transfers. Grantor agrees to incorporate the terms of this Conservation
Easement in any deed or other legal instrument that transfers any interest in all or a portion of the
Conservation Easement Area. Grantor agrees to provide written notice of such transfer at least sixty
(60) days prior to the date of the transfer. Grantor and Grantee agree that the terms of this Conservation
Easement shall survive any merger of the fee and easement interests in the Conservation Easement
Area or any portion thereof and shall not be amended, modified or terminated without the prior
written consent and approval of the Corps.
C. Assignment. The parties recognize and agree that the benefits of this Conservation
Easement are in gross and assignable provided, however that Grantee hereby covenants and agrees,
that in the event it transfers or assigns this Conservation Easement, the organization receiving the
interest will be a qualified holder pursuant to 33 CFR 332.7 (a)(1), N.C. Gen. Stat. § 121-34 et seq.
and § 501 (c)(3) and § 170 (h) of the Internal Revenue Code, and Grantee further covenants and
agrees that the terms of the transfer or assignment will be such that the transferee or assignee will be
required to continue in perpetuity the conservation purposes described in this document.
D. Entire Agreement and Severability. The Mitigation Banking Instrument: MBI with
corresponding Mitigation Plan, and this Conservation Easement sets forth the entire agreement of the
parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations,
understandings or agreements relating to the Conservation Easement. If any provision is found to be
void or unenforceable by a court of competent jurisdiction, the remainder shall continue in full force
and effect.
E. Obligations of Ownership. Grantor is responsible for any real estate taxes, assessments,
fees, or charges levied upon the Property. Grantor shall keep the Property free of any liens or other
encumbrances for obligations incurred by Grantor, except those incurred after the date hereof, which
are expressly subject and subordinate to the Conservation Easement. Grantee shall not be responsible
for any costs or liability of any kind related to the ownership, operation, insurance, upkeep, or
maintenance of the Property, except as expressly provided herein. Nothing herein shall relieve
Grantor of the obligation to comply with federal, state or local laws, regulations and permits that may
apply to the exercise of the Reserved Rights.

Page 8 of 14

F. Long-Term Management. If livestock operations, grazing, and/or animal husbandry will
be maintained on the property, Grantor is responsible for all long-term management activities
associated with fencing to ensure livestock do not have access to the Conservation Easement Area.
These activities include the maintenance and/or replacement of fence structures, as deemed necessary
by Grantee, to ensure the aquatic resource functions within the boundaries of the Conservation
Easement Area are sustained.
G. Extinguishment. In the event that changed conditions render impossible the
continued use of the Conservation Easement Area for the conservation purposes, this
Conservation Easement may only be extinguished, in whole or in part, by judicial proceeding.
H. Eminent Domain. Whenever all or part of the Conservation Easement Area is taken
in the exercise of eminent domain so as to substantially abrogate the Restrictions imposed by this
Conservation Easement, Grantor and Grantee shall join in appropriate actions at the time of such
taking to recover the full value of the taking, and all incidental and direct damages due to the
taking.
I. Proceeds. This Conservation Easement constitutes a real property interest
immediately vested in Grantee. In the event that all or a portion of the Conservation Easement
Area is sold, exchanged, or involuntarily converted following an extinguishment or the exercise
of eminent domain, Grantee shall be entitled to the fair market value of this Conservation
Easement as determined at the time of the extinguishment or condemnation.
J. Notification. Any notice, request for approval, or other communication required
under this Conservation Easement shall be sent by registered or certified mail, postage prepaid,
to the following addresses (or such address as may be hereafter specified by notice pursuant to
this paragraph):

To Grantor:
x
x
x

To Sponsor:
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, NC 27604
To Grantee:
Conserving Carolina
847 Case Street
Hendersonville, NC 28792

To the Corps:
US Army Corps of Engineers
Wilmington District Regulatory Division
69 Darlington Avenue
Wilmington, NC 28403

Page 9 of 14

K. Failure of Grantee. If at any time Grantee is unable or fails to enforce this
Conservation Easement, or if Grantee ceases to be a qualified grantee, and if within a reasonable
period of time after the occurrence of one of these events Grantee fails to make an assignment
pursuant to this Conservation Easement, then Grantee’s interest shall become vested in another
qualified grantee in accordance with an appropriate proceeding in a court of competent
jurisdiction.
L. Amendment. This Conservation Easement may be amended, but only in a writing
signed by all parties hereto, and provided such amendment does not affect the qualification of
this Conservation Easement or the status of Grantee under any applicable laws, and is consistent
with the conservation purposes of this grant.
M. Present Condition of the Conservation Easement Area. The streams, wetlands, scenic,
resource, environmental, and other natural characteristics of the Conservation Easement Area,
and its current use and state of improvement, are described in Section 6 (Existing Conditions) of
the Mitigation Plan, prepared by Grantor and acknowledged by Grantor and Grantee to be
complete and accurate as of the date hereof. Both Grantor and Grantee have copies of this report.
It will be used by the parties to assure that any future changes in the use of the Conservation
Easement Area will be consistent with the terms of this Conservation Easement. However, this
report is not intended to preclude the use of other evidence to establish the present condition of
the Conservation Easement Area if there is a controversy over its use.

TO HAVE AND TO HOLD the rights and easements perpetually unto Grantee for the
aforesaid purposes.

IN TESTIMONY WHEREOF, Grantor has hereunto set his hand and seal, the day and year
first above written.

____________________________ [SEAL]
Insert signer’s language

Page 10 of 14

EXHIBIT A
(Legal Description of the Property)

BEING ALL OF that certain approximately acre tracts of land in Henderson County, North Carolina,
more fully described as follows:

The Property consists of portions of two (2) tracts of land:

(i) an approximately 161.6 acre tract of land with PIN 9546110101, more fully described in that certain
General Warranty Deed recorded in Book 1657, Page 370, of the Real Property Records of Henderson
County, North Carolina

(ii) an approximately 282.94 acre tract of land with PIN 9545371279, more fully described in that
certain General Warranty Deed recorded in Book 1488, Page 330, of the Real Pr operty Records of
Henderson County, North Carolina

Page 11 of 14

EXHIBIT B
(Legal Description of the Conservation Easement Area)

Conservation Easement Area 1
A portion of the Conservation Easement Area 1 of the Camp Blue Star Con-Gen Mitigation
Bank Site over a portion of the land with PIN No. 9546-11-0101 & 9545-37-1279.

Beginning at an iron pin, said iron pin being located S 68°27'12" W a distance of 145.27'from an
iron pin in a dam, being the terminus of the ninth bearing and distance f deed book 682, page
398;

Thence S 50°28'35" W a distance of 130.78' to an iron pin; thence S 17°03'58" W a distance of
103.12' to an iron pin; thence S 54°36'15" W a distance of 148.79' to an iron pin; thence S
11°05'42" W a distance of 131.67' to an iron pin;
thence S 36°15'21" W a distance of 111.28' to an iron pin; thence N 86°03'27" W a distance of
13.60' to an iron pin; thence N 23°36'24" W a distance of 145.73' to an iron pin; thence N
13°12'07" W a distance of 42.50' to an iron pin; thence N 00°55'23" W a distance of 43.14' to an
iron pin; thence N 07°09'00" E a distance of 42.21' to an iron pin; thence N 68°55'15" E a distance
of 65.09' to an iron pin; thence N 44°40'06" E a distance of 83.35' to an iron pin; thence N
77°21'00" E a distance of 70.61' to an iron pin; thence N 18°29'11" E a distance of 128.31' to an
iron pin; thence N 48°47'58" E a distance of 39.06' to an iron pin; thence N 37°44'14" W a distance
of 42.39' to an iron pin; thence N 77°53'18" W a distance of 171.93' to an iron pin; thence S
69°10'04" W a distance of 67.22' to an iron pin; thence S 30°53'01" W a distance of 56.63' to an
iron pin; thence S 59°44'14" W a distance of 50.82' to an iron pin; thence N 54°47'38" W a distance
of 35.80' to an iron pin; thence N 38°25'20" W a distance of 47.33' to an iron pin; thence N
03°39'32" E a distance of 26.02' to an iron pin; thence N 42°16'54" E a distance of 117.71' to an
iron pin; thence N 07°38'39" E a distance of 56.22' to an iron pin; thence N 80°01'01" E a distance
of 52.17' to an iron pin; thence S 85°04'23" E a distance of 39.19' to an iron pin; thence S
33°12'04" E a distance of 32.57' to an iron pin; thence S 81°16'03" E a distance of 185.17' to an
iron pin; thence N 52°45'03" E a distance of 81.70' to an iron pin; thence N 79°41'19" E a distance
of 136.78' to an iron pin; thence N 45°41'20" E a distance of 110.68' to an iron pin; thence N
63°00'14" E a distance of 112.69' to an iron pin; thence N 70°43'31" E a distance of 70.73' to an
iron pin; thence N 45°14'20" E a distance of 253.16' to an iron pin; thence N 77°14'39" E a
distance of 98.87' to an iron pin; thence S 01°48'10" E a distance of 59.04' to an iron pin; thence
S 42°41'06" W a distance of 129.78' to an iron pin; thence S 29°54'00" W a distance of 154.56' to
an iron pin; thence S 72°15'32" W a distance of 121.03' to an iron pin; thence S 62°03'15" W a
distance of 125.41' to an iron pin; thence S 37°39'16" W a distance of 264.70' to an iron pin, which
is the point of beginning,

Having an area of ±240921 square feet, 5.53 acres

Page 12 of 14

Conservation Easement Area 2
All of the Conservation Easement Area 2 of the Camp Blue Star Con-Gen Mitigation Bank Site
over a portion of the land with PIN No. 9546110101.

Beginning at an iron pin, said iron pin being located N 53°26'23" W a distance of 2158.17' from
an iron pin, the terminus of the eighth bearing and distance of deed book 682, page 398;

Thence N 65°48'09" W a distance of 124.45' to an iron pin; thence N 2 5°13'09" E a distance of
317.34' to an iron pin; thence N 57°01'48" E a distance of 228.62' to an iron pin; thence N
87°48'16" E a distance of 95.62' to an iron pin; thence N 83°20'53" E a distance of 127.24' to an
iron pin; thence S 86°29'19" E a distance of 136.76' to an iron pin; thence N 75°31'14" E a distance
of 158.98' to an iron pin; thence S 23°31'16" E a distance of 142.83' to an iron pin; thence S
75°31'15" W a distance of 159.49' to an iron pin; thence N 83°59'33" W a distance of 143.26' to
an iron pin; thence S 84°49'04" W a distance of 190.94' to an iron pin; thence S 64°05'17" W a
distance of 159.93' to an iron pin; thence S 29°26'06" W a distance of 309.24' to an iron pin; which
is the point of beginning,

Having an area of ±134859 square feet, 3.10 acres

Conservation Easement Area 3
All of the Conservation Easement Area 3 of the Camp Blue Star Con-Gen Mitigation Bank Site
over a portion of the land with PIN No. 9546110101.

Beginning at an iron pin, said iron pin being located N 48°07'04" W a distance of 1114.81' from
an iron pin, the terminus of the eighth bearing and distance of deed book 682, page 398;

Thence S 10°29'49" W a distance of 353.36' to an iron pin; thence S 39°12'48" W a distance of
58.72' to an iron pin; thence S 84°33'12" W a distance of 83.38' to an iron pin; thence N 01°26'27"
E a distance of 308.02' to an iron pin; thence N 16°33'54" E a distance of 117.85' to an iron pin;
thence N 02°15'49" E a distance of 256.62' to an iron pin; thence N 64°13'35" E a distance of
142.50' to an iron pin; thence N 04°28'41" E a distance of 116.84' to an iron pin; thence S
84°09'31" E a distance of 156.22' to an iron pin; thence S 20°36'58" W a distance of 194.35' to an
iron pin; thence S 42°04'07" W a distance of 128.39' to an iron pin; thence S 01°54'05" W a
distance of 161.85' to an iron pin; which is the point of beginning,

Having an area of ±126495 square feet 2.90 acres

Conservation Easement Area 4
All of the Conservation Easement Area 4 of the Camp Blue Star Con-Gen Mitigation Bank Site
over a portion of the land with PIN No. 9546110101.

Beginning at an iron pin, said iron pin being located S 71°19'15" W a distance of 814.92' from an
iron pin, the terminus of the eighth bearing and distance of deed book 682, page 398;

Page 13 of 14

Thence S 33°00'01" E a distance of 253.78' to an iron pin; thence S 33°23'27" W a distance of
63.37' to an iron pin; thence S 71°20'59" W a distance of 75.72' to an iron pin; thence N 84°05'10"
W a distance of 40.95' to an iron pin; thence N 04°38'17" W a distance of 63.85' to an iron pin;
thence N 28°43'20" W a distance of 112.79' to an iron pin; thence N 61°52'09" W a distance of
76.81' to an iron pin; thence N 33°46'04" W a distance of 116.07' to an iron pin; thence N
02°38'58" W a distance of 255.70' to an iron pin; thence N 24°07'58" W a distance of 113.18' to
an iron pin; thence N 01°53'39" E a distance of 155.13' to an iron pin; thence S 89°05'30" E a
distance of 132.74' to an iron pin; thence S 00°04'38" E a distance of 66.65' to an iron pin; thence
S 13°52'34" E a distance of 203.37' to an iron pin; thence S 03°23'30" W a distance of 171.74' to
an iron pin; thence S 43°51'11" E a distance of 118.78' to an iron pin; which is the point of
beginning,

Having an area of ±120087 square feet 2.76 acres

Conservation Easement Area 5
A portion of the Conservation Easement Area 5 of the Camp Blue Star Con-Gen Mitigation
Bank Site over a portion of the land with PIN No. 9546110101.

Beginning at an iron pin, said iron pin being located S 21°52'41" W a distance of 1179 .74' from
an iron pin, the terminus of the eighth bearing and distance of deed book 682, page 398;

Thence S 08°54'07" W a distance of 113.99' to an iron pin; thence N 85°17'36" W a distance of
102.08' to an iron pin; thence N 22°22'01" W a distance of 47.38' to an iron pin; thence N
10°18'19" E a distance of 47.81' to an iron pin; thence N 21°09'09" W a distance of 188.67' to an
iron pin; thence N 00°34'47" W a distance of 66.56' to an iron pin; thence N 17°21'57" W a
distance of 160.75' to an iron pin; thence N 44°09'08" W a distance of 49.39' to an iron pin; thence
N 72°05'35" E a distance of 64.86' to an iron pin; thence N 46°54'12" E a distance of 22.60' to an
iron pin; thence N 14°13'33" E a distance of 69.47' to an iron pin; thence S 58°47'31" E a distance
of 81.58' to an iron pin; thence S 16°02'59" E a distance of 154.87' to an iron pin; thence S
05°25'57" E a distance of 165.15' to an iron pin; thence S 18°52'24" E a distance of 174.59' to an
iron pin; which is the point of beginning,
Having an area of ±82307 square feet 1.89 acres

ALL TOGETHER WITH certain new non-exclusive access easement for ingress, egress, and
regress labeled as shown on the plat of survey titled “Conservation Easement Survey for Bluestar
Landco LLC over a portion of the land with PIN No. 9546-11-0101 & 9545-37-1279 of the
“Camp Blue Star Con-Gen Mitigation Bank Parcel” recorded in Plat Book [_____], Page
[_____], Henderson County Registry.

Page 14 of 14

EXHIBIT C
(Legal Description of the Access Easement Areas)

BEING ALL of certain new non-exclusive 15-foot access easement for ingress,
egress, and regress as shown on the plat of survey titled “Conservation Easement Survey for
Bluestar Landco LLC over a portion of the land with PIN No. 9546-11-0101 & 9545-37-1279 of
the “Camp Blue Star Con-Gen Mitigation Bank Parcel” recorded in Plat Book [_____], Page
[_____], Henderson County Registry.

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix D
Jurisdictional Determination
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2018-0707 County: Henderson U.S.G.S. Quad: Standiu stone Mountain
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Authorized Agent: Restoration Systems, LLC / Ann.: Ray Holz
Address: 1101 Haynes_Street, #201
Raleigh, NC 27604
Telephone Number: 919-604-9314 wT
Size (acres): 7 Nearest Town: Hendersonville
Nearest Waterway: UTs Mud Creek and Mud Creek Coordinates: 35.24333 N. 82.54564 W
River Basin/ HUC: Upper French Broad (0601010Q
Location description: The project site is located on an approximately 7 acre portion of a lar er tract of land IN
9546-11-0101), which is within the western part of Camp Blue Star, at 179 Blue Star Way in Hendersonville,
Henderson County, North Carolina. _
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat
all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part.331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely
an effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area,
which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have
the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the
Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33
USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation
that can be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA

jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at
828-271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached preliminary jurisdictional determination form.
D. Remarks:
The potential waters of the U.S., at this site, were verified on -site by the Corps on October 30, 2018, and are as
approximately depicted on the attached Blue Star Congen Stream Mitigation Bank Site - Jurisdictional Areas Figure 3a
and 3b (dated November 2018) submitted by Restoration Systems, LLC.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the
Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to
this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you
will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal
this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria
for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the
NAP. Should you decide to submit an RFA form, it must be received at the above address by, N/A (Preliminary -JD).

**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Offici
David Brown
Issue Date of JD: November 30, 2018 Expiration Date: N/A Preliminary JD
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue
to do so, please complete our Customer Satisfaction Survey, located online at
b-q://coMsmal2u.usace.anny.mil/cm apex/fIp=136:4:9.
Copy furnished:
Blue Star LandCo, LLC, Seth Herschthal, 179 Blue Star Way, Hendersonville, NC 28739

BLANK PAGE

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Applicant: Restoration Systems, LLC / Attn.: Ray I File Number: SAW-2018-0707
Holz
Attached is:
Date: November 30, 2018
See Section below
"I INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
® PRELIMINARY JURISDICTIONAL DETERMINATION E
sE,c 1C'N.- I1c IuI<< ; iis,- id,:i iti Pies your rights and options regarding an administrative appeal of the above decision.
1 l�lilityir I ii i1,11 <I1011 HLIi - IQ 1."AL111d ;:t litt ://www.0 Ace.arni.mi /Missiosts/CivilWorkstRe lato Pro rainandPerinits. x (11
Corps regulations at 33. CFI; ftt 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP- means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD.
The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps
district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD.
WNW i
,..SECTION I1- REQUEST FOR APPEAL...ox n15EC:TIONS 'FO AN INMAL PRO.I:FE"D it"RMIT=
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record
of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the
administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may
rovide additional information to clarify the location of information that is already in the administrative record.
POINTOF CONTACT FOR QUESTIONS OR. INFORMATION --
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David Brown
CESAD-PDO
151 Patton Avenue, Room 208
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 1OM15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: David Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
0

PRELIMINARY JURISDICTIONAL DETERMINATION (JD) FORM
U.S. Army Corps of Engineers
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JD: November 30, 2018
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Restoration Systems, LLC / Attn.: Ray Holz
1101 Haynes Street, #201
Raleigh, NC 27604
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
CESAW-RG-A, SAW-2018-0707, Blue Star Congen Mitigation Bank Site
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION:
The project site is located on an approximately 7 acre portion of a larger tract of land (PIN 9546-11-0101), which is
within the western part of Camp Blue Star, at 179 Blue Star Way in Hendersonville, Henderson County, North
Carolina.
State: NC County/parish/borough: Henderson City: Hendersonville
Center coordinates of site (lat/long in degree decimal format): 35.24333 N, 82.54564 W
Universal Transverse Mercator: N/A
Name of nearestwaterbody: UTs Mud Creek and Mud Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: November 30, 2018
Field Determination. Date(s): October 30, 2018
Use the table below to document aquatic resources and/or aquatic resources at different sites
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAYBE" SUBJECT TO REGULATORY
JURISDICTION
Centered Coordinates
Estimated Amount of
Geographic
Site Number
(decimal degrees)
Aquatic Resource in
Type of Aquatic
Authority to Which
Review Area
Resources
Aquatic Resource
Latitude Longitude
(linear feet or acre)
"May Be" Subject
Wetland
Z Section 404Non-wetland
Mud Creek
35.24147
-82.5464E
3992.E if
Waters
Q Section 10/404
UT 1
35.24271
-82.54779
1602.5 if
Q Wetland
Section 404
(UT Mud Creek
Non -wetland Waters
❑ Section 10/404
UT 2
35.24233
-82.54626
395.3 if
❑ Wetland
M Section 404
(UT Mud Creek)
Non -wetland Waters
Q Section 10/404
UT 3
❑ Wetland
0 Section 404
(UT Mud Creek)
35.24273
-82.54764
81.8 if
Non -wetland Waters
Q Section 10/404
Open Water
35.24341
-82.54540
0.141 ac
Wetland{
Non -wetland Waters
Section 404
[ Section 10/404
GA
35.24283
-82.54849
0.137 ac
Wetland
Section 404
35.24182
-82.54622
Non -wetland Waters]
Section 10/404
GB
0.030 ac
Wetland
Section 404
Non -wetland Watersl
Section 10/404

Wetland[
Section 404
GC
35.24211
-82.54630
0.005 ac
F Non -wetland Waters
Section 10/404
Wetland
Section 404
JA
35.24325
-82.54550
1.955 ac
Non -wetland Waters
Section 10/404
Wetland
Section 404
JB
35.24339
-82.54656
0.284 ac
�] Non -wetland Waters
Section 10/404
Wetland
Section 404
JC
35.24207
-82.54646
0.011 ac
El Non -wetland Waters
r] Section 10/404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN),
or requests verification for a non -reporting NWP or other general permit, and the permit applicant
has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the
permit applicant has elected to seek a permit authorization based on a PJD, which does not make
an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that
basing a permit authorization on an AJD could possibly result in less compensatory mitigation
being required or different special conditions; (3) the applicant has the right to request an individual
permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with
all the terms and conditions of that permit, including whatever mitigation requirements the Corps
has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit
authorization without requesting an AJD constitutes the applicant's acceptance of the use of the
PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or
undertaking any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by that
activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any
administrative or judicial compliance or enforcement action, or in any administrative appeal or in
any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will
be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources in the
review area, or to provide an official delineation of jurisdictional aquatic resources in the review
area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD
finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.'
on the subject review area, and identifies all aquatic features in the review area that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA
Data reviewed for preliminary JD (check all that apply) - Checked items should be included in subject file.
Appropriately reference sources below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of preliminary JD requester: Restoration Systems, LLC, and
Axiom Environmental, Inc.
W Data sheets prepared/submitted by or on behalf of preliminary JD requester. Restoration Systems, LLC, and Axiom
Environmental, Inc.
0 Office concurs with data sheets/delineation report.
0. Office does not concur with data sheets/delineation report. Rational:

Q Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey (USGS) Hydrologic Atlas:
USGS NHD data.
USGS 8 and 12 digit HUC maps.
USGS map(s). Cite scale & quad name: Standingstone Mountain.
Natural Resources Conservation Service (MRCS) Soil Survey.
Citation: Henderson County, NC
❑ National wetlands inventory (NWI) map(s). Cite name:
❑ State/Local wetland inventory map(s):
Federal Emergency Management Agency (FEMA) / Flood Insurance Rate Map (FIRM) maps: Map No. 37000954600J,
effective date Oct. 2, 2008
Q 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ❑ Aerial (Name & Date): Google Earth Pro, Apr. 2018, Mar. 2017, Oct. 2015, Feb. 2012, Mar. 2009,
Mar. 2007, Dec. 2005, and Mar. 1998
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:
Applicable/supporting scientific literature:
Other information (please specify): The site contains wetlands as determined by the 1987 Corps of Engineers Wetland
Delineation Manual and the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual. Eastern
Mountain and Piedmont Region (Version 2.0). These wetlands are abutting to stream channels located at the site and
flow into the channels. Wetland hydrology is enhanced with the abutting stream channels via normal down gradient
flows and periods of high water.
The site also contains open water (impoundment) that abuts wetlands and stream channels at the site. The
impoundment receives waters and/or flow directly into associated abutting wetlands and/or stream. The open water is
an impoundment of Mud Creek and UTs of Mud Creek.
The streams on the property are UTs of Mud Creek and Mud Creek all exhibit physical ordinary high water mark
(OHWM) indicators including, break in slope; developed bed and bank; changes in sediment texture and soil
character; natural line impressed on the bank; shelving; absence of vegetation; leaf litter washed away; sediment
deposition and sorting; presence of fish and other aquatic life; water staining; presence of debris; and scour. Mud
Creek is depicted as a solid blue line on the USGS 7.5 minute quadrangle map Standingstone Mountain the most
current Natural Resource Conservation Service Soil Survey for Henderson County. Solid blue line features on these
mapping conventions typically represent perennial streams.
The UTs of Mud Creek flow into Mud Creek, which flows into the French Broad River, a traditional navigable river.
The French Broad River merges with the Holston River to form the Tennessee River. The Tennessee River flows into
the Ohio River then to the Mississippi River before entering the Gulf of Mexico.
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and
should not be relied upon for later jurisdictional determinations.
� �) -2, �
avid Brown, November 30, 2018
Signature and date of Regulatory
staff member completing
preliminary JD
Restoration Systems, LLC / Attu.: Ray Holz
(per Agent Authorization)
Signature and date of person requesting
preliminary JD (REQUIRED, unless obtaining the
signature is impracticable)
Two copies of this Preliminary JD Form have been provided. Please sign both copies. Keep one signed copy for your record
and return a signed copy to the Asheville Regulatory Field Office by mail or e-mail.

USArmy Corps of Engineers -Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC28801-5006
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time
frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
10

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix E
Morphology Tables and Existing Conditions Stream Data

Table E1. Blue Star Con Gen M orphological Stream Characteristics
Stream Type
Drainage Area (mi2)
Bankfull Discharge (cfs)
Bankfull Cross-Sectional Area (Abkf)7.9 5.1
Existing Cross-Sectional Area at TOB (Aexisting)7.9 5.1
Mean: 8.2 Mean: 7.6 Mean: Mean: Mean:
Range: 6.9-9.4 Range: 6.8-10.7 Range: 6.0 to 8.2 Range: 9.2 to 10.7 Range: 11.0 to 12.6
Mean: 1.0 Mean: 0.7 Mean: Mean: Mean:
Range: 0.9-1.1 Range: 0.5-1.0 Range: 0.9 to 1.2 Range: 0.7 to 0.8 Range: 0.8 to 0.9
Mean: 1.3 Mean: 0.9 Mean: Mean: Mean:
Range: 1.1-1.5 Range: 0.6-1.2 Range: 1.2 to 1.7 Range: 0.9 to 1.2 Range: 1.0 to 1.4
Mean: 8.4 Mean: 6.8 Mean: Mean:
Range: 8.3-9.7 Range: Range: 10.0 to 12.0 Range: 11.8 to 14.2
Mean: 1.5 Mean: 1.4 Mean: Mean:
Range: 1.2-1.7 Range: Range: 0.9 to 1.4 Range: 1.0 to 1.7
Mean: 18 Mean: 14 Mean: Mean: Mean:
Range: 17-19 Range: 11.0-14.0 Range: 9 to 26 Range: 80 to 120 Range: 80 to 120
Mean: 2.2 Mean: 1.7 Mean: Mean: Mean:
Range: 2.0-2.5 Range: 1.2-1.9 Range: 1.2 to 4.2 Range: 1.2 to 2.5 Range: 1.2 to 2.5
Mean: 8.4 Mean: 11.4 Mean: Mean: Mean:
Range: 6.3-10.4 Range: 6.7-22.9 Range: 5.1 to 9.5 Range: 12.0 to 16.0 Range: 12.0 to 16.0
Mean: 1.3 Mean: 1.3 Mean: Mean: Mean:
Range: 1.2-1.4 Range: 1.2-1.3 Range: 1.2 to 1.8 Range: 1.2 to 1.5 Range: 1.2 to 1.5
Mean: 1.0 Mean: 1.0 Mean: Mean: Mean:
Range: Range: Range: 1.0 to 3.4 Range: 1.0 to 1.3 Range: 1.0 to 1.3
Maximum Pool Depth / Bankfull Mean: 1.5 Mean: 2.1 Mean: Mean:
Mean Depth (Dpool/Dbkf)Range: 1.2-1.7 Range: Range: 1.2 to 2.0 Range: 1.2 to 2.0
Pool Width / Bankfull Mean: 1.0 Mean: 0.9 Mean: Mean:
Width (Wpool/Wbkf)Range: 1.0-1.2 Range: Range: 1.0 to 1.2 Range: 1.0 to 1.2
Pool Area / Bankfull Mean: 1.3 Mean: 1.3 Mean: Mean:
Cross Sectional Area Range: 1.1-1.3 Range: Range: 1.0 to 1.5 Range: 1.0 to 1.5
Med: 20.3 Med: 36.1 Med: Med:
Range: 15-26 Range: 17.4-57.1 Range: 19.9 to 69.8 Range: 23.7 to 82.8
Med: 30.1 Med: 58.1 Med: Med:
Range: 21-40 Range: 32.2-89.3 Range: 39.9 to 109.7 Range: 47.3 to 130.2
Med: 14.2 Med: 37.6 Med: Med:
Range: 11.3-16 Range: 32.1-45.2 Range: 29.9 to 59.8 Range: 35.5 to 71.0
Med: 9.6 Med: 11.2 Med: Med:
Range: 7.4-10 Range: 6.7-21.7 Range: 19.9 to 99.7 Range: 23.7 to 118.3
Sinuosity (Sin)
Pool to Pool Spacing/ Med: 2.5 Med: 4.7 Med: Med:
Bankfull Width (Lp-p/Wbkf)Range: 1.8-3.2 Range: 2.3-7.5 Range: 2.0 to 7.0 Range: 2.0 to 7.0
Meander Length/ Med: 3.7 Med: 7.6 Med: Med:
Bankfull Width (Lm/Wbkf)Range: 2.5-4.9 Range: 4.2-11.8 Range: 4.0 to 11.0 Range: 4.0 to 11.0
Meander Width Ratio Med: 1.7 Med: 4.9 Med: Med:
(Wbelt/Wbkf)Range: 1.4-2.0 Range: 4.2-5.9 Range: 3.0 to 6.0 Range: 3.0 to 6.0
Radius of Curvature/ Med: 1.2 Med: 1.5 Med: Med:
Bankfull Width (Rc/Wbkf)Range: 1.0-1.5 Range: 0.9-2.9 Range: 2.0 to 10.0 Range: 2.0 to 10.0
Mean: 0.0484 Mean: 0.0552 Mean:
Range: .0317-.0698 Range: 0.0362-0.1079 Range: 0.0214 to 0.0697
Mean: 0.2543 Mean: 0.1882 Mean: Mean:
Range: .1033-1.3020 Range: .0630-.2615 Range: 0.0697 to 0.3430 Range:0.0715 to 0.3520
Mean: 0.0106 Mean: 0.0035 Mean: Mean:
Range: 0-.0674 Range: 0-0.0387 Range: 0.0000 to 0.0375 Range: 0.0000 to 0.0385
Mean: 0.0464 Mean: 0.0255 Mean: Mean:
Range: .0367-.0562 Range: 0.0229-0.0387 Range: 0.0161 to 0.0429 Range: 0.0165 to 0.0440
Mean: 0.0000 Mean: 0.0091 Mean: Mean:
Range: 0-.0073 Range: 0.0015-0.0214 Range: 0.0000 to 0.0161 Range: 0.0000 to 0.0165
Riffle Slope/ Water Surface Mean: 0.6 Mean: 0.7 Mean: Mean:
Slope (Sriffle/Save)Range: 0.4-0.9 Range: 0.4-1.3 Range: 0.4 to 1.3 Range: 0.4 to 1.3
Step Slope/Water Surface Mean: 3.2 Mean: 2.2 Mean: Mean:
Slope (Sstep/Save)Range: 1.3-16 Range: 0.8-3.1 Range: 1.3 to 6.4 Range: 1.3 to 6.4
Pool Slope/Water Surface Mean: 0.1 Mean: 0.0 Mean: Mean:
Slope (Spool/Save)Range: 0-0.8 Range: 0-0.5 Range: 0.0 to 0.7 Range: 0.0 to 0.7
Run Slope/Water Surface Mean: 0.6 Mean: 0.3 Mean: Mean:
Slope (Srun/Save)Range: 0.5-0.7 Range: 0.3-0.5 Range: 0.3 to 0.8 Range: 0.3 to 0.8
Glide Slope/Water Surface Mean: 0.0 Mean: 0.1 Mean: Mean:
Slope (Sglide/Save)Range: 0-0.1 Range: 0-0.3 Range: 0.0 to 0.3 Range: 0.0 to 0.3
Profile Ratios
Pattern Variables
Pattern Ratios
Profile Variables
Dimension Variables
Dimension Ratios
3.0
0.10
0.6
0.0056
47.3
35.5
8.0
4.0
0.6
0.1
0.0055
0.0330
0.0061
0.7
1.3
1.0
1.6
1.0
1.3
Proposed (Below
Confluence with UT 1)
0.8
1.1
11.8
1.4
100
1.9
23.3
1.0
0.17
7.1
Proposed (Below
Confluence with UT 1)
B 4
0.28
39.1
10.0
1.8
29.9
Mud Creek (Above
Conflucene With UT 1)
No distinct repetitive pattern of
riffles and pools due to
staightening activities
4.0
47.3
94.7
14.0
1.15
4.0
0.0616
3.0
0.0550
0.0633
79.8
39.9
0.0536
Run Slope (Srun)
Pool Slope (Spool)
Pool to Pool Spacing (Lp-p)
1.15
0.0059
Riffle Slope (Sriffle)
Valley Slope (Svalley)
4.0
3.0
0.0375
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Average Water Surface Slope (Save)0.0543
No distinct repetitive pattern of
riffles and pools due to
staightening activities
Glide Slope (Sglide)
0.0797
0.0909
No distinct repetitive pattern of
riffles and pools due to
staightening activities
No distinct repetitive pattern of
riffles and pools due to
staightening activities
REFERENCE - Blue
Star Mud Creek
Width / Depth Ratio (W bkf/Dbkf)
Entrenchment Ratio (W fpa/Wbkf)
RERERENCE - Dry
Branch
16
Variables
7.7
1.4
1.14
Radius of Curvature (Rc)
7.1
0.7
Belt Width (Wbelt)
27.2
Max. Dbkf / Dbkf Ratio
1.24
1.3
1.4
Variables Proposed (Above
Confluence with UT 1)Mud CreekRERERENCE - Dry
Branch
B 4
0.10
REFERENCE - Blue
Star Mud Creek
0.9
B 4
0.17
7.1
7.1 - 34.8
27.2
Bg 4
10.0
11.8
10.0
1.1
1.6
1.0
1.0
39.9
1.9
1.3
0.10
0.0673
Proposed (Above
Confluence with UT 1)
No distinct repetitive pattern of
riffles and pools due to
staightening activities
8.0
0.1
0.0054
7.4 10.0
2.3
14.0
100
36.2
0.11
B 3
Bankfull Width (W bkf)
Bankfull Mean Depth (Dbkf)
Pool Width (W pool)
Maximum Pool Depth (Dpool)
Width of Floodprone Area (W fpa)
0.1120
1.33
0.0842
Step Slope (Sstep)
Low Bank Height / Max. Dbkf Ratio
Bankfull Maximum Depth (Dmax)
Meander Length (Lm)
3.0
0.1608
0.7
0.1650
0.0322
Table E1. Blue Star Con Gen M orphological Stream Characteristics
Stream Type
Drainage Area (mi2)
Bankfull Discharge (cfs)
Bankfull Cross-Sectional Area (Abkf)
Existing Cross-Sectional Area at TOB (Aexisting)
Mean: Mean: Mean:
Range: 4.4 to 6.7 Range: 2.3 to 3.2 Range: 6.1 to 7.0
Mean: Mean: Mean:
Range: 0.5 to 0.7 Range: 0.8 to 1.5 Range: 0.4 to 0.5
Mean: Mean: Mean:
Range: 0.8 to 1.2 Range: 1.2 to 2.4 Range: 0.6 to 0.8
Mean:
Range: 6.6 to 7.9
Mean:
Range: 0.6 to 0.9
Mean: Mean: Mean:
Range: 8 to 50 Range: 50 to 50 Range: 20 to 120
Mean: Mean: Mean:
Range: 1.5 to 9.1 Range: 15.6 to 21.7 Range: 1.2 to 2.5
Mean: Mean: Mean:
Range: 6.2 to 14.5 Range: 1.5 to 3.3 Range: 12.0 to 16.0
Mean: Mean: Mean:
Range: 1.4 to 2.1 Range: 1.3 to 1.6 Range: 1.2 to 1.5
Mean: Mean: Mean:
Range: 1.3 to 2.2 Range: 1.0 to 1.8 Range: 1.0 to 1.3
Maximum Pool Depth / Bankfull Mean:
Mean Depth (Dpool/Dbkf)Range: 1.2 to 2.0
Pool Width / Bankfull Mean:
Width (Wpool/Wbkf)Range: 1.0 to 1.2
Pool Area / Bankfull Mean:
Cross Sectional Area Range: 1.0 to 1.5
Med:
Range: 13.2 to 46.1
Med:
Range: 26.4 to 72.5
Med:
Range: 19.8 to 39.5
Med:
Range: 13.2 to 65.9
Sinuosity (Sin)
Pool to Pool Spacing/Med:
Bankfull Width (Lp-p/Wbkf)Range: 2.0 to 7.0
Meander Length/Med:
Bankfull Width (Lm/Wbkf)Range: 4.0 to 11.0
Meander Width Ratio Med:
(Wbelt/Wbkf)Range: 3.0 to 6.0
Radius of Curvature/Med:
Bankfull Width (Rc/Wbkf)Range: 2.0 to 10.0
Mean:
Range: 0.0227 to 0.0739
Mean:
Range: 0.0739 to 0.3640
Mean:
Range: 0.0000 to 0.0398
Mean:
Range: 0.0000 to 0.0455
Mean:
Range: 0.0000 to 0.0171
Riffle Slope/ Water Surface Mean:
Slope (Sriffle/Save)Range: 0.4 to 1.3
Step Slope/Water Surface Mean:
Slope (Sstep/Save)Range: 1.3 to 6.4
Pool Slope/Water Surface Mean:
Slope (Spool/Save)Range: 0.0 to 0.7
Run Slope/Water Surface Mean:
Slope (Srun/Save)Range: 0.0 to 0.8
Glide Slope/Water Surface Mean:
Slope (Sglide/Save)Range: 0.0 to 0.3
Profile Ratios
Pattern Variables
Pattern Ratios
Profile Variables
Dimension Variables
Dimension Ratios
Radius of Curvature (Rc)
Average Water Surface Slope (Save)
Meander Length (Lm)
Belt Width (Wbelt)
Pool to Pool Spacing (Lp-p)
Valley Slope (Svalley)
Max. Dbkf / Dbkf Ratio
5.5
9.8
2.5
3.1
Existing UT 2 Proposed
Bg 4 Eb 4 B 4
0.06
Existing UT 1
0.05 0.06
11.3 12.8 11.3
4.7 - 12.8 1.9 - 7.9 3.1
3.5 3.1
6.6
No distinct repetitive pattern of
riffles and pools due to
staightening activities
6.6
0.8
0.6 1.1 0.5
1.0 1.4 0.6
20.0 1.9
11 50 70
14.0
1.7
1.4 1.2 1.0
1.6 1.3
26.4
Existing UT 1 Existing UT 2 Proposed
19.8
No distinct repetitive pattern of
riffles and pools due to
staightening activities
No distinct repetitive pattern of
riffles and pools due to
staightening activities
No distinct repetitive pattern of
riffles and pools due to
staightening activities
0.0641 0.0569
No distinct repetitive pattern of
riffles and pools due to
staightening activities
No distinct repetitive pattern of
riffles and pools due to
staightening activities
4.0
4.0
3.0
1.10
0.0560
No distinct repetitive pattern of
riffles and pools due to
staightening activities
2.2
No distinct repetitive pattern of
riffles and pools due to
staightening activities
8.0
1.08 1.15
26.4
0.0341
0.0398
1.6
1.0
1.3
2.9
52.7
0.1
No distinct repetitive pattern of
riffles and pools due to
staightening activities
No distinct repetitive pattern of
riffles and pools due to
staightening activities
0.7
0.1
0.6
3.0
0.0063
0.0654
No distinct repetitive pattern of
riffles and pools due to
staightening activities
0.1706
No distinct repetitive pattern of
riffles and pools due to
staightening activities
0.0057
0.0616 0.0692
Variables
Bankfull Width (W bkf)
Bankfull Mean Depth (Dbkf)
Bankfull Maximum Depth (Dmax)
Pool Width (W pool)
Maximum Pool Depth (Dpool)
Width of Floodprone Area (W fpa)
Entrenchment Ratio (W fpa/Wbkf)
Width / Depth Ratio (Wbkf/Dbkf)
Riffle Slope (Sriffle)
Low Bank Height / Max. Dbkf Ratio
Variables
Step Slope (Sstep)
Pool Slope (Spool)
Run Slope (Srun)
Glide Slope (Sglide)

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix F
Regional Regression Equations

Region: Blue Ridge/Piedmont
Return Interval
(years)
Discharge
(cfs)
1.3 16
1.5 22
2 28.7
5 54.3
10 77.5
25 115
50 148
100 188
200 233
500 305
Bold indicates interpolated data.
Region: Blue Ridge/Piedmont
Return Interval
(years)
Discharge
(cfs)
1.3 15
1.5 20
2 26.8
5 50.9
10 72.7
25 108
50 140
100 177
200 220
500 288
Bold indicates interpolated data.
0
50
100
150
200
250
300
350
1 10 100 1000Discharge (cubic feet per second)Return Interval (years), Logarithmic Scale
Blue Star Mud Creek 
Reference Reach
0
50
100
150
200
250
300
350
1 10 100 1000Discharge (cubic feet per second)Return Interval (years), Logarithmic Scale
Dry Branch Reference Reach

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix G
Conserving Carolina 2018 Annual Report

2018 ANNUAL REPORT
For Nature
and People.
Forever.
CONNIE BACKLUND
President
REBECCA BARNES
Vice President
DAVID HUMPHREY
Treasurer
MARY JO PADGETT
Secretary
AMOS DAWSON III
Past President
CAROLE BARTOL
MARK BYINGTON
BOB CANNON
RYAN CANNON
GENIEN CARLSON
LIZ DICEY
DAVID EFIRD
MIKE EGAN
GREGORY GREINER
STEVE KING
ELIZABETH “DIBBIT” LAMB
RICK MERRILL
DIANA RICHARDS
MARK ROBSON
FORD SMITH
MARK TOOLEY
FRED WEED
KENT WILCOX
KELLY HOLLAND
Outreach and Education
Associate
LOGAN HAYNES
Trails Associate
EMILY POWELL
Stewardship Associate
HANNAH PHILLIPS
Habitat Restoration
Associate
OLIVIA DANNEMILLER
Community Engagement
Associate
MAX HOWES
Habitat Restoration,
Volunteer Coordinator and
Trails Associate
SHANNON LALLY
Education and
Volunteer Associate
In 2018, the first full year after the merger of
Carolina Mountain Land Conservancy and Pacolet
Area Conservancy, Conserving Carolina pursued
our conservation mission with new strength and
purpose. At places like Headwaters State Forest in
Transylvania County, Little White Oak Mountain in
Polk County, Weed Patch Mountain in Rutherford
County and Carolina Memorial Sanctuary in
Henderson County, we helped protect marvelous
natural areas for people to enjoy—now and for
generations to come.
It’s people like you who make it possible: The
volunteers who to help us build trails, improve
habitat, and so much more. The donors who
support us every step of the way—from bringing
kids out to mountaintops to creating a new
state forest. You inspire us every day with your
conservation ethic.
Board of Directors
Staff Members AmeriCorps Project
Conserve MembersKIERAN ROE
Executive Director
PETER BARR
Trails Coordinator
ERICKA BERG
Membership Coordinator
TOM FANSLOW
Land Protection Director
DEBRA HANSBOROUGH
Southeast Office Manager
JULIANNE JOHNSON
Assistant Director for
Operations
LYNN KILLIAN
Development Director
ROSE JENKINS LANE
Communications and
Marketing Director
DAVID LEE
Natural Resources Manager
KRISTEN LEE
AmeriCorps Project
Conserve Coordinator
BONNIE MILLER
Monitoring Coordinator
TORRY NERGART
Conservation Easement
Manager
EVAN PARKER
Executive Assistant
REBEKAH ROBINSON
Assistant Director for Programs
COURTNEY SATTERFIELD
Staff Accountant
AMY STOUT
AmeriCorps Project Conserve
Program Director
PAM TORLINA
Southeast Stewardship
Manager
JENN TUTOR
Donor Relations Manager
ERYN WARNER
Finance Director
TOMAI WEBB
Office Manager
3
COVER: Conserving Carolina members Ryan and Jane
Lubbers play with their children, Kai and Maple, on
the protected summit of Bearwallow Mountain. Photo
by Melina Coogan of Wild and Bright Photography.
RIGHT: Our new Weed Patch Mountain Trail offers
stunning views of Lake Lure and Chimney Rock
State Park. Photo by Clint Calhoun.
“Conserving Carolina is energized by
our mission – to serve nature and people,
forever. With the support of you, our
members and friends, we continue to
protect our region’s important land and
water resources, to foster a love of the
land across the generations and to serve
as a trusted community partner. Thank
you, as always, for your investment in our
work and in the health and well-being of
the communities we serve.”
—KIERAN ROE, EXECUTIVE DIRECTOR
For Nature And People. Forever.
LEFT: A monarch butterfly in
the pollinator garden at our
Hendersonville office. Photo
by Kelly Holland.THANK YOU.
Our Impact in 2018 Our Impact in 2018Restore Natural Habitat
ACRES OF HABITAT MANAGED FOR
INVASIVE PLANTS363
MOUNTAIN BOG PRESERVES OWNED BY
CONSERVING CAROLINA4
HOUSES PROVIDED FOR BLUEBIRDS,
BATS, AND HELLBENDERS32
RARE OR WATCH-LIST PLANT SPECIES
DOCUMENTED IN POLK COUNTY INVENTORY137
ACRES OF FLOODPLAIN RESTORATION
PLANNED FOR MUD CREEK103
Protect Land and Water
*Totals by county are approximate.
ACRES
PROTECTED1,070
CONSERVATION PROPERTIES
MONITORED261
MILES OF STREAMS
PROTECTED5.5
TOTAL ACRES WE HELPED PROTECT
IN HENDERSON COUNTY15,000*
TOTAL ACRES WE HELPED PROTECT
IN RUTHERFORD COUNTY4,500*
TOTAL ACRES WE HELPED PROTECT
IN TRANSYLVANIA COUNTY14,500*
TOTAL ACRES WE HELPED PROTECT
IN POLK COUNTY10,000*
45,015 TOTAL ACRES PROTECTED
BY CONSERVING CAROLINA
TOTAL ACRES WE HELPED PROTECT
IN BUNCOMBE COUNTY1,000*
Engage People with Nature
CONSERVING CAROLINA
MEMBERS2,274
CONSERVING CAROLINA
VOLUNTEERS326
HOURS DONATED BY OUR
VOLUNTEERS7,041
STEWARDSHIP VOLUNTEER
WORKDAYS99
TRAIL VOLUNTEER
WORKDAYS40
GUIDED
HIKES31
EXPERT SPEAKER
EVENTS40
SCHOOL FIELD TRIPS TO
BEARWALLOW MOUNTAIN4
CHILDREN WHO TOOK PART IN
ADVENTURES AND LESSONS1,879
YOUNG CONSERVATION LEADERS IN
OUR SUMMER OF SERVICE6
Create Parks and Trails
MILES IN NEW WEED PATCH
MOUNTAIN TRAIL8.6
ACRES IN NEW BUFFALO
CREEK PARK1,327
ACRES IN NEW HEADWATERS
STATE FOREST6,730
ACRES OF NEW PUBLIC LAND AT
LITTLE WHITE OAK MOUNTAIN900
ACRES OF CONNECTED PUBLIC LANDS
NOW LINKED TO DUPONT FOREST100K+
MILES IN FUTURE HICKORY NUT
GORGE STATE TRAIL130+
MILES OF HICKORY NUT GORGE
STATE TRAIL COMPLETED SO FAR35
NEW PARKING SPACES CREATED
AT POPULAR TRAILHEADS12
TOTAL PLACES THAT CONSERVING
CAROLINA HAS HELPED OPEN FOR
PUBLIC RECREATION
26
NATIVE PLANTS
PLANTED185
2,100 MILES FLOWN BY A MONARCH BUTTERFLY
TAGGED BY OUR STAFF
HARD-TO-FIND SPECIES DOCUMENTED BY
CITIZEN SCIENTISTS IN POLK SINCE 201126
CONSERVATION LANDOWNERS ASSISTED
WITH STEWARDSHIP PROJECTS17
2018 Highlights
6. Mountain Bogs
Appalachian mountain bogs are havens for unique
plants and animals. In 2018, we purchased part of
a mountain bog in Flat Rock. We’re now helping to
protect this bog on three connected properties. Our
goal is to add the land we own to the Mountain Bogs
National Wildlife Refuge.
1. New Greenways
New greenways are on the way! Conserving Carolina
is spearheading efforts to create the Mills River Valley
Trail. In 2018, we also secured funding to expand
the Estatoe Trail in Brevard, Oklawaha Greenway in
Hendersonville, and Cane Creek Greenway in Fletcher.
2. Carolina Memorial Sanctuary
Carolina Memorial Sanctuary provides a place where
people can give their loved ones back to the Earth,
through green burial or scattering ashes. Conserving
Carolina helped protect the land forever and restore
natural habitats, including a wetland, stream,
woodland, and meadow.
3. Addition to DuPont Forest
The 402-acre tract that we added to DuPont State
Recreational Forest links the forest with a corridor of
connected public lands spanning over 100,000 acres!
Known as the Continental Divide Property, it protects
water quality, expands a vital wildlife corridor, and
creates potential for future trail connections.
4. Headwaters State Forest
You have a new mountain wonderland to explore, with
the opening of Headwaters State Forest. The 6,730-acre
forest is full of beautiful waterfalls, pristine trout
streams, and rare mountain bogs. Its 50+ miles of
crystal-clear streams flow into the French Broad River.
5. Weed Patch Mountain Trail
Since opening in 2018, this 8.6-mile trail through
stunning backcountry has been a huge hit with hikers,
mountain bikers, and rock climbers. We built the trail
through 1,327 acres that we helped add to Buffalo Creek
Park. In 2018, we also protected 442 adjoining acres.
7. Little White Oak Mountain
The community came together to protect this
cherished scenic landmark—and now it belongs to
everyone. In 2018, we transferred 600 acres at Little
White Oak Mountain to expand the Green River Game
Lands and another 300 acres for a local park behind
Polk County Middle School.
7
1
1
1
2
3
6
5
7
4
LANDS THAT CONSERVING CAROLINA HELPED TO PROTECT LANDS PROTECTED BY CONSERVING CAROLINA IN 2018 OTHER CONSERVED LAND6
Conserving Carolina leads AmeriCorps Project Conserve, which makes a dramatic difference for
conservation throughout Western North Carolina. In the 2017-2018 term, 30 full-time, 3 part-time,
and 5 summer members served at 18 environmental and conservation organizations. These
AmeriCorps members provided over 57,000 hours of service to our communities!
9
$500
ADVENTURE TREKS • CHIMNEY ROCK MANAGEMENT, LLC
DIAMOND BRAND OUTDOORS • HENN’S PLANT FARM, LLC
SHERMAN’S SPORTS AND ARMY STORE • TRYON ESTATES
TRYON BUILDERS, LLC • TRYON THEATRE
$5,000-$9999
$3,000-$4,999 $2,000-$2,999
$1,000
Guardians of the Green
Business Members
DUKE ENERGY • EQUINOX ENVIRONMENTAL • JENNINGS ENVIRONMENTAL
LEATHERWOOD WILDLAND MANAGEMENT • SUPER-SOD
TOWN OF LAUREL PARK • WELLS FARGO
THEY:
EDUCATED
PEOPLE
16K+
IMPROVED
MILES OF
TRAILS AND
RIVERS
164RECRUITED
VOLUNTEERS
3,660 TREATED
ACRES OF
HEMLOCK
TREES
600 IMPROVED
ACRES OF
PUBLIC
LAND
119
And Project Conserve goes far beyond the service year. We invest in the personal and professional
growth of all of our members, equipping them to make a positive difference throughout their lives.
LEFT: AmeriCorps members Eli Smith, Trey Talley, Emily
Israel, and Trevor Freeman work together to build a new
trail in Polk County.
APPALACHIAN VOICES
BLUE RIDGE WOMEN IN AGRICULTURE
ASHEVILLE GREENWORKS
CONSERVING CAROLINA
ENVIRONMENTAL QUALITY INSTITUTE
FOOTHILLS EQUESTRIAN NATURE CENTER
GREAT SMOKY MOUNTAINS NATIONAL PARK
MILLS RIVER PARTNERSHIP
MOUNTAINTRUE
ORGANIC GROWERS SCHOOL
POLK COUNTY PARKS AND
RECREATION DEPARTMENT
POLK COUNTY OFFICE OF AGRICULTURAL
ECONOMIC DEVELOPMENT
RIVERLINK
SOUTHERN APPALACHIAN
HIGHLANDS CONSERVANCY
THE NORTH CAROLINA ARBORETUM SOCIETY
TOWN OF LAKE LURE AND RUTHERFORD
OUTDOOR COALITION
TRANSYLVANIA COUNTY
COOPERATIVE EXTENSION
WNC COMMUNITIES HEMLOCK
RESTORATION INITIATIVE
Conserving Carolina Annual Report 2018
AMERICORPS PROJECT CONSERVE:
Strengthening Conservation
Throughout WNC
AmeriCorps Project Conserve
members made vital contributions at
each of these conservation partners:
$10,000 AND UP
Gifts Received and Pledged
January 1, 2018 – Dec. 31, 2018
We are deeply grateful to all of the businesses
that support conservation in our region.
JOHN COTTINGHAM
JANE DAVIS
ELIZABETH AND DONALD DICEY
CHARLIE AND SUSIE ELLIS
MARY FANSLOW
DENNIS AND VICTORIA FLANAGAN
ELAINE AND E. JOSEPH FRIEBELE
CAMPBELL FREY
DOROTHY AND ROBERT GEORGE
MATTHEW AND MARY BETH HAYES
BREVARD HENRY
DAVID HUMPHREY AND BARBARA CLIFF
RANDY HUNTER
COURTENAY MCDOWELL AND DICK GREGORY
RAYMOND AND MARIE MILLER
DENNIS MOUNTAIN
LEE AND TOM MULLIGAN
JEFF AND KATHY NAMETH
JOE AND KAREN NARSAVAGE
DAVID AND DARYL NELMS
JOANI AND MARK ROBSON
FORD SMITH AND MICHELLE KEYES
NANCY SNOWDEN
CHRISTOPHER SPARKS
ALEEN STEINBERG
WORLDS EDGE
$10,000+
NANCY ANDERSON
BONNIE ARBUCKLE
ESTATE OF MARGARET BENNETT
BESSEMER TRUST
WAYNE AND ANN B’RELLS
ANONYMOUS
JOSE AND KATHLEEN FERNANDEZ
VAUGHAN FITZPATRICK
ESTATE OF SUE GILLIAM
JAMES GRANGER
ANONYMOUS
ESTATE OF RUTH ELAINE JONES
LARRY AND LYNN KLEIN
JANE LAWSON
MAURICE LOISELLE ESTATE AND WIFE, KAREN TOPOL
CHUCK AND JEAN MCGRADY
SANDY AND MISSY SCHENCK
FRED AND ALICE STANBACK
JOHN SNYDER AND VIRGINIA LAWRENCE
FRED AND LAUREN WEED
MARILYN WESTPHAL AND MARK SIMPSON
LOTI WOODS AND DALE WEILER
B EARWALLOW MOUNTAIN
$5,000 - $9,999
JILL BLANCHAR AND JASON JORDAN
MARTHA AND EDWIN BRIDGES
SHELDON AND PATRICIA CAMPBELL
GAIL AND AMOS DAWSON III
DEBORAH DELMER AND JOHN HIRST
DONALD EIFERT
ROBERT FEARHEILEY AND KATHERINE COURTNEY
KIRK FRIEDLAND AND SUSAN GOLDSWORTHY
ANONYMOUS
HELEN GIFT
THE HASKELL FUND
STEVE AND MARIE KING
LANORA AND GEORGE LAHTINEN
MARGARET MACCARY
JOHN AND SARA MATEJA
BILL AND DOT MOYER
GUS AND MARGARET NAPIER
RICHARD AND VICKIE POLCHOW
BRAD STANBACK AND SHELLI LODGE-STANBACK
HARRIET AND KEN WALLS
SUSAN AND TERRELL WEITMAN
MARY AND GEORGE WICKHAM
GAIL AND KENT WILCOX
ANONYMOUS
SASSAFRAS MOUNTAIN
$2,500 - $4,999
LEE ARMSTRONG AND MIKE LUMPKIN
GRETCHEN BATRA
ROBERT AND LISA BEZZEG
LINDA AND TODD BLEAKNEY
BARBARA BOLT
WILEY AND NORI BOURNE
BILL AND JEAN BULLIVANT
ELLEN CLARK
KAREN CLARKE
ELIZABETH CROPP
DAVID AND CHARLENE EFIRD
MICHAEL AND DEBRA EGAN
WILLIAM AND CAROL FALENDER
PETER FRANKLIN AND GREG WRIGHT
MARY ANN HAILEY
JOHN HUMPHREY
GREG AND JANET JENNINGS
E. SCOTT KAYSEN AND JULIE CHAVEZ
ANNE MALIFF
JERRY MCANINCH
BETSY MCCRAY
ELEANOR AND PETER MOCKRIDGE
TODD AND MELINDA MORSE
LYNN PADGETT
GERI REITZ
DIANA RICHARDS
BOB AND BABS STRICKLAND
MARY ELIZABETH WALLACE
STEVEN AND DENISE WILDER
KEN YOUNGBLOOD
RUTHIE ZALEON AND DIANA REFSLAND
LITTLE PISGAH MOUNTAIN
$1,500 - $2,499
BOB AND MARTHA ADAMS
KEN AND LYNN ADAMS
CINDY ALLEN
GEORGE AND CATHARIN BANTA
REBECCA AND JAY BARNES
CHRIS AND CAROLE BARTOL
DEBRA BRAND
JIM BRYSON AND JEANNE RENO
ROBERT AND JEANNETTE CANNON
RON AND KATHLEEN CARLAND
10
Summits Society
Conserving Carolina’s
Summits Society gives
special recognition to
donors who give at least
$1,000 annually.
Thank you
2018 donors
CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER
PAT AND EILEEN CAFFERTY
ALAN AND REGINA CAMERON
MARY AND DONNIE CARRUTH
WENDY COCHRAN
JAY AND ZORA DAVIES
JOHN AND CAROLYN DORNER
RON AND NANCY EDGERTON
LARRY AND JANICE ELDER
PHILLIP FEAGAN
STEVE GALE AND MARY JAEGER-GALE
ESTATE OF CELESTE GIBLIN
MICHAEL AND SYDNEY GREEN
JERROLD GRIGGS
PEGGY GUY
BILLY AND GAIL HAGLER
DAVID AND ANNE HARTIG
DON AND HELEN HERMAN
PATRICIA HOLL
NANCY HUDSON
SONNY AND JENNIFER ILER
KAREN LUKE JACKSON
DIANE JACQMIN
CAROL AND KEVAN JOHNSON
BETTY JONES
LYNN KILLIAN
STEVE AND JERRI LYNN LAMB
EVAN LAZER
ALAN LEONARD
GLOVER LITTLE
MARIAN LOWRY
ALAN AND JACQUELINE LURIA
LARY AND INGA MARLER
NANCY MCCLUNG
RENÉE AND JIM MCDERMOTT
RICK AND JOANNE MERRILL
JIM AND BARBARA NEAL
CHRIS AND ROSALYN PHILLIPS
SALLY POOL
MICHAEL AND AVON PRYOR
TED AND KAREN RAMSAUR
SUZY AND ED RANKIN
DAVE AND ISABEL RICE
JIM RISHEBARGER
AND SUSAN FERNBACH
JAN WALL ROMINE
AND ROBBIE HAMBRIGHT
GARY AND ANNE SCHAFER
KEN SHELTON AND MARNEY MCCLUNG
PAUL AND SIMONE SHOEMAKER
DAVID AND SUE SORRICK
GWENNE HAYES STEWART
KENNETH TANNER
BILL AND SHIRLEY THOMAS
SALLY THOMASON
JOSEPH AND PATRICIA TRESEY
FORREST AND JANIS TUTOR
BELYNDA AND FRED VESER
JOHN AND LEILA VON STEIN
ELLEN AND MICHAEL WINNER
A MELVIN III AND TERRY WRIGHT
FRED AND VICKI WRIGHT
JUMPOFF ROCK
$1,000 - $1,499
CLARK AND MARGARET ALLEN
KATHY FIGIEL AND GREG ALLIKAS
CONNIE AND GIB BACKLUND
DANNY BERNSTEIN
RICH BOWERMAN AND JENNIFER HAITHCOCK
RANDY WETZEL AND LARISSA BOWMAN
WESLEY AND NANCY BROWN
11
FINANCIAL GIFTS RECEIVED
JANUARY 1, 2018 –
DECEMBER 31, 2018
ABOVE: Nearly 1,600 acres are protected forever at Walnut Creek Preserve, in Polk County. Photo by Rose Jenkins Lane.
We express deep gratitude
to the following donors
for their significant and
enduring contributions
received in 2018:
FRED AND ALICE STANBACK
MAURICE LOISELLE ESTATE
AND WIFE, KAREN TOPOL
A-C
VIVIAN ADAMS
DOUGLAS AND SUSAN AGOR
DAVID AND JEANNE AHRENHOLZ
CHERYL AND RON ALLARI
GARY AND JAN ALLEN
JANET ALLEN
RICHARD ALLEN
RUTH ANN ALLEN
IRMA AND THOMAS ALLISON
RELLA ALLRED
MAYA ALMASY
THOMAS ALTMAN
AMAZON SMILES
DAVID AND SUSAN AMSLER
TERRY AND JANE ANDERSEN
JIM ANDERSON
MARK ANDERSON
PETER AND HELEN ANDERSON
JANE ANKER
DIANNE ARBOUR AND JAMES BERGEN
BETTY AND RICHARD ARMSTRONG
TIM ARMSTRONG
JOHN AND ANN ARRINGTON
HAROLD ARROWOOD
KAREEM AND GLENDA AR-RUSHDI
PRISCILLA ARTHUR
TRACI ASHER
ASHEVILLE WELLNESS TOURS
MICHAEL AND AMY ASHWORTH
PAUL AND MARILEE ATKINS
CRAFT AND MELISSA AUEN
CHRISTOPHER AUGHE
JASON AUSTIN
AXA FOUNDATION
MICHAEL AND ROBERTA AXELROD
REBECCA AYRES
BUD AND LINDA BABB
ROBERT BACHMAN AND CLARE GARRETT
ANDREW AND VERA BAKER
FAITH BAKER AND DARRELL MENSCER
JAMES BAKER
SALLY BAKER
PAUL BAKKE
PEGGY BALDWIN
BECKY AND REX BANADYGA
BANK OF AMERICA EMPLOYEE GIVING
REBECCA BARNES AND RICHARD WEBEL
KELI BARNHOUSE
JOHN AND MONA BARR
PETER AND ALLISON BARR
DALON AND ANN BASS
SYLVIA BATES
CHRIS AND ANNIE BATTISTA
JOHN AND ERIN BAUCOM
MAUREEN AND BILL BAY
HAROLD AND JANET BEAM
GREGORY BECHTEL
KATHY BEDDINGFIELD AND RICH SEGUR
ROBERT AND ROBERTA BELLER
SARA BENTLEY
E. PETER BENZING
RALPH AND LIBBY BERG
JEFFREY AND MARIA BERIN
CATHY BERLIN
ARTHUR AND MARGARET BEVANS
HANK AND TOWNSEND BIRDSONG
RUTH BIRGE
NICOLE BIRNHAK
ROBERT BLACKWELL
LYNN BLEDSOE AND WILLIAM RYAN
CARRIE ANNE AND JOHN BLOCKER
JAMES BLOSE AND SARAH RUBIN
BLUE GHOST BREWING COMPANY
BLUE RIDGE BICYCLE CLUB
BLUE RIDGE HUMANE SOCIETY
ANNETTE BLUM AND JIM MAY
DENISE AND JOSEPH BOALS III
DAVE AND JOANNA BOCK
LYN BOECKX
HEATHER AND DAVID BOEKE
PAM AND RICK BOETTCHER
ROBERT AND JUDY BOLTON
JACOB BOOGAART
DUANE BOWKER AND ELLEN OBRIEN
TOM BOWLES
LINDA BOWMAN
TIMOTHY BOYCE
LARRY AND GRETCHEN BOYD
FRANCES BRADBURN AND JOHN WELCH
ELOISE BRADHAM
DAVID AND SUSAN BRADY
TIMOTHY AND LUCY BRANNON
ROBY BRASWELL
CHUCK BRECKHEIMER AND SANDY SCHORR
KATIE AND STEVE BRECKHEIMER
KEN BREEDLOVE
MARY BRENNAN
BREVARD BREWING COMPANY LLC
EUGENE BRITTON
KEVIN BROADWATER
TERRY AND LAURIE BROCK
JEFF AND DAWN BROOKSHIRE
CHRIS AND MARK BROWN
CONCETTA BROWN
DEBORAH BROWN
REBECCA BROWN
SARAH BROWN
SUSAN BROWN
LISA AND BRAD BROYLES
JUANITA BRUCE
JIM AND EVIE BRUSH
SUSAN AND LLOYD BRYSON
RON AND DRU BUESING
ROBERT AND DEBORAH BUNDY
CHARLES AND ELKE BURDEN
CATHYANN BURGESS
JACKIE BURKE
ROBERT AND SUZIE BURKE
WES AND SHARON BURLINGAME
RICK BURT
DONNA BYCE
TOM AND CATHY BYERS
MARK AND LINDA BYINGTON
BOB AND JUDY BYRD
FRANK BYRD
JEFF AND HELEN BYRD
BOB AND MARCIA CAGE
BRETT AND DONNA CALLEGARI
ANDREW CANADA
RYAN AND CLAIRE CANNON
JOHN CANON
STEVE AND TINA CAPOGNA
BILL AND JACKIE CARDEN
CLAIRE CAREY
12 CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER 13
CAROL CARLOCK
GENIEN CARLSON
SHANNON CARNEY
MARK CARPENTER
JIM AND BETH CARSON
DONNA CART
JEFF AND SHERRY CARTER
T. HEYWARD CARTER, JR.
GEORGIA AND JOHN CASE
LYNN AND MICHAEL CASS
VINCENT AND EDITH CASTELLO
JUDY AND NELSON CHANDLER
WILLIAM AND JANE CHANDLER
CHARLOTTE MECKLENBURG
COMMUNITY FOUNDATION
DAVE CHARLTON
CHRISTINE CHEN
RICHARD CHURCHILL
DON CLAPP AND PATTY MARTIN
JULIE CLARK
CLAUSSEN WALTERS LLC REALTY
SHEILA CLENDENNING
PAULETTE AND BARRIE CLIFF
LEE AND JEANEEN COBOURN
DANIEL COCKFIELD
NANCY COCKFIELD
DANIEL AND MARGARET COGSWELL
PERSIS COLEMAN
WILLIAM AND TAMMY COLEMAN
CAMILLA COLLINS AND JANE BRAMHAM
LORI COLLINS
COMMUNITY FOUNDATION OF
HENDERSON COUNTY
COMMUNITY FOUNDATION OF HENDERSON
COUNTY FLETCHER FUND
COMMUNITY FOUNDATION OF WESTERN NC
DON CONNELL
CONSERVATION TRUST FOR NORTH CAROLINA
RICH COOKE AND CLAY EDDLEMAN
GARY AND CATHY COOPER
STAN AND VALERIE COOPER
LINDA COPLEY
CHARLOTTE CORNELL-SIMMONS
AND JOHN P. SIMMONS
JILL CORTIS
BLANEY COSKREY
CHUCK AND DIANA COSTANZO
BOB AND NANCY COVERT
ELEANOR COX
GORDON COX, JR.
KRISTIN COZZA
CAROL AND CARLTON CRAIG
RICHARD AND KRIS CRANE
PATTI CRAWFORD
ELIZABETH CUMMINGS AND BENNIE COX
TANYA CUMMINGS
CATHY CUNNINGHAM
FAISON CUSHMAN
GARY AND JUDY CYPHERS
TRACY AND LARRY CZAJKOSKI
D-F
D.D. BULLWINKELS, LLC
HOLLY DAHL
EDWARD AND KATHERINE DAIGLE
KIM AND MARK DALES
RICHARD AND LUCY DALEY
DAN AND SUSAN DAMERVILLE
ROBERT AND SUSAN DANOS
KAREN AND PAUL DAVID
LAVOE DAVIS
VICKI DEL PIZZO
DENISON UNIVERSITY
ELAINE DEPPE
DAVID DETHERO
BILL AND PENNY DICKASON
GENE AND LESESNE DICKSON
JOHN AND COLLEEN DITILLO
ALICE DOBBS
JOHN AND JANE DOCKENDORF
JOHN AND CAROL DODSON
JANET DOELLGAST
W.G. AND JANE DONOVAN
LORI AND TIM DORSEY
MICHAEL AND ANGELA DOUGHERTY
ELIZABETH DOUGLAS
STEVE AND CAROLYN DOZIER
BEVERLY AND PHIL DRATZ
CHARLES DUCHARME III
AMY DUERNBERGER
TODD DUNNUCK
MARCIA AND MICHAEL DUPLECHAIN
THOMAS AND JANE DUPONT
EMILY DUSSEL
EAGLE’S NEST FOUNDATION, INC.
ANGELA EARNHARDT
EUGENE EARNHARDT
AND BARBARA ROSS EARNHARDT
MARK AND JANE EDEN
DAVID AND ROBIN EDGAR
LYNN EDGAR
STEPHEN EDGE AND SARAH DAVIS
EDWARD JONES
ELIZABETH EDWARDS
EMILY EDWARDS
JANET EDWARDS
WALTER ELLIOTT
CHUCK AND BECKY ELSTON
CRAIG AND MYRA ELVINGTON
CHARLOTTE AND WAYNE EPLEY
DAN AND MARY ERIKSTRUP
NANCY ERNST
Conserving Carolina Annual Report 2018
All otherDonors
Donations to Conserving
Carolina help save the
places we love in Western
North Carolina and
Upstate South Carolina.
“We support Conserving Carolina to ensure that future
generations continue to have opportunities to enjoy the
character and beauty of our scenic home.”
– SUZANNE HOLBERT, DIXON HUGHES GOODMAN WEALTH ADVISORS, LLC
BELOW: Tayman Howell and Ryat Wenzel, on spring break camp with Camplify, volunteered
with us to uproot kudzu along the Riverwalk in Chimney Rock.
MARTHA ESHLEMAN
JOE AND BONNIE ESKRIDGE
ETOWAH UNITED METHODIST CHURCH
STUART EVANS
ANN EWING
EXXON MOBILE FOUNDATION
JANE FANSLOW
CARVER AND VIRGINIA FARRAR
VIRGINIA FAUST
MCDONALD FELDER
FERNANDEZ PAVE THE WAY FOUNDATION
DANNY FIELDS
ELLEN FIELDS
FRANCES FIGART AND JOHN PHILIP BEAUDET
HAYDEN FINK
MARK T. FINLEY
FIRST CONGREGATIONAL CHURCH
OF HENDERSONVILLE
ROBERT AND THERESA FITCH
JOHN AND SUSAN FITZGERALD
FITZPATRICK FOUNDATION
ELANA FLANIGAN
LAURA AND RAY FLORES
BILL FOGLE AND MARTHA FOGLE
MICHAEL FOLLO AND DEBORAH CAUGHRON
PAUL FORTIN
ELIZABETH FORTNER
JAMES FORTUNE
EDWARD FRADLEY AND LINDA GOETZ FRADLEY
CATHERINE FRAMPTON AND CHARLOTTE PAGE
TONY AND SHARON FRANKLIN
C. EBEN FRANZ
PATTI FREDRICK-ENLOE AND GREG ENLOE
CAROL FREEMAN
SAMANTHA FREUDENTHAL
ALICE FREY
PETER FRICKE
SANDRA FRITH
HELEN LOUISE FROHLICH
KIPP FROHLICH
RICHARD AND EUNICE FULLER
ROB AND LISA FYE
G-I
RANDALL AND DEBRA GABANY
CINDY AND MIKE GAFFNEY
JOHN AND PAMELA GAITSKILL
GEORGE AND KATHY GALLE
GARDENWOODS CAFÉ
JOHN F. AND ANN GARGIULO
PATRICK GARRISON
WILLIAM AND MARY GARRISON
JASON GAST AND VALERIE TRUE
SARAH GAYLE
WILLIAM GEDGE GAYLE
DEAN AND LYNN GEIER
PATRICIA GERGEN
GARY AND LYNN GETTER
LINDA GIANNASSO
PAUL GILBERT
LINDA GILTZ
JEROME GLASSMAN
STUART AND BARBARA GLASSMAN
POLLY AND ALEC GLOVER
REBECCA GOGGANS
DAN AND CAROLINE GOLD
14
KEN GOLDSMITH
SHARON AND JOE GOLDSTON
JOHN AND SHARI GOLITZ
KENNETH GOLLIHER
CLAUDIA AND JOE GONDOLF, JR.
PAUL AND SIDNEY GOODING
LAURIE AND BRUCE GOODMAN
CHERYL GOODWIN
SONJA AND MARC GOOLD
PAMELA GORDON
MIKE AND CAROL GREEN
MICHELLE GREENLEAF
LINDA AND CHRIS GREENSFELDER
GREGORY AND CAROLINE GREINER
JOHN AND LORI GROCE
GLENN GROSSMAN
REBECCA AND LEE GROUNSELL
KATHRYN GRUHN
BERT GUE
BARBARA GUIDOS
HOWARD GUILDFORD
ELIZABETH HABEL
TOM HAFFERTY
JULIUS AND CHERYL HAGYMASSY
SANDRA HALBKAT
JULIA HALL
MARK AND SUSAN HAMANN
BILL AND DONNA HAMILTON
DEBRA AND JOHN HANSBOROUGH
PAUL HANSEN
ROD AND DIANE HANSEN
ANNE HANSLEY
GARY AND KAREN HARBIN
JANE HARGREAVES
BILL HARPER AND BRIDA SMITH
KELLY HARRINGTON
SANDY HARRINGTON
JAN HARRIS
SUSAN AND STAN HARRIS
J.M.M. HARRISON
DONN AND CHRISTA HARTLEY
CAROLYN HARTLINE
BILL AND PAM HAYMOND
ANDY AND LINDA HAYNES
RAY CONSTANCE HEARNE
CHUCK HEARON AND CAROLYN ASHBURN
ROBERT HEATHERLY
EDWARD AND DEBRA HEIMERDINGER
JOHN AND CAROL HELBLING
HENDERSON COUNTY
HENDERSON COUNTY TOURISM
DEVELOPMENT AUTHORITY
BRYAN HENN
SALLY HERBERT
STEPHEN AND MARY BETH HERBERT
DON AND ELAINE HESSONG
DAWN HEWITT
MEREDITH HICKSON
TUCKER AND CATHY HIKES
MARY AND WILLIAM HILL
BRENDA HILLYER
JAY AND ANN HINZE
HUGH AND ELAINE HOBBS
JOANNE AND BILL HOBSON
BILL AND LINDA HODGE
LINDA AND MARTY HODGKINS
DON HOFFMAN AND BARBARA PIERCE
STEPHEN AND RENA HOFFMAN
VALERIE HOFFMAN
EDITH HOFFMANN
MELINDA HOLLAND
MATT AND SUSAN HOLLOWAY
JAMES AND CHARLOTTE HOLLY
KERRY AND SARAH HOLMBERG
NANCY HOLMES
LIZ HONNOLD
PAMELA HORVAT
DAVID AND JOANIE HOSICK
BO AND PAT HOWES
TOM AND ROWANN HOY
SAM AND ANN HUBBARD
WAYNE AND JEAN HUEBNER
MARION AND ROBERT HUFFMAN
SHAWNA AND WALLACE HUGHES
MARK HUMBERTSON
PAM HUMPHREY
TERRI HUNNICUTT
JUDY AND BOB HUNT
BRIAN AND MARYJANE HUNTER
KATHARINE HUNTER
EILEEN HUTCHESON
SUSAN HUTSON
RICK AND JOY HYBIL
ALBERT AND SYLVIA IDELSON
WILLIAM AND NANCY IMHOF
INTEGRATIVE FAMILY MEDICINES
OF ASHEVILLE, PLLC
ED AND JANE ISBEY
BOB IWAOKA
J-L
DEBBI AND TOM JACKSON
VICTORIA AND THOMAS JACKSON
WILLIAM AND ANNE JAMESON
ROBERT AND CHRIS JAMIESON
STEVE AND JAN JARRELL
ALLEN AND MARY JEFFCOAT
ELAINE JENKINS AND BRUCE FRITZ
MOLLY JENKINS
JEFF AND ELIZABETH JENNINGS
LARRY AND ANNE JENNINGS
NANCY JENT
GRAY AND CARLY JERNIGAN
JM SMITH FOUNDATION
BEE JOHNSON
CRAIG AND CATHERINE JOHNSON
ELIZABETH AND JERRY JOHNSON
HENRY JOHNSON
JULIANNE JOHNSON AND JAKE HALL
MINETTE AND KIRK JOHNSON
SETH JOHNSON
STEVE AND SHARON JOHNSON
WYNEE JOHNSON
CARL JONES AND ANNE GUE JONES
DAVID AND DOROTHY JONES
JULIA JONES
KENNETH AND SANDY JONES
KIM JONES
MARY JONES
MARYNEAL JONES
SALLY JONES
BILLIE AND RUSS JORDAN
DON AND BETSY JORDAN
DONALD JORDAN
HOLLY JORDAN AND TERESA FRALIX
FAITH AND MARK JORGENSON
MICHAEL JOSEPH
CHARLES AND CAROL JUENGLING
CLYDE KAERICHER
WILLIAM AND CAROL KALLBERG
JEFFREY AND LESLIE KALMBACH
RICHARD AND DEBORAH KARL
ALAN AND NANCY KAY
SAMANTHA KEARNEY
PAT AND ALISON KEENAN
CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER 15
LEFT: Mattie Decker, an Episcopal oblate and Zen meditator, teaches mindfulness at our Teaching and Research Reserve in Bat Cave.
TOP RIGHT: Tanya Shahid-Cummings and Flo Mayberry, who helped start the nature group Pathways to Parks, joined us at our annual
Conservation Celebration. BOTTOM RIGHT: Donna Hamilton and Cathy Cooper build trails with the Rock Crushers, one of our regular
volunteer crews.
“I volunteer for Conserving
Carolina because I was
hiking the trails, and it was
time to contribute and not
just use them. Good trails,
good people, good times!
Great exercise and problem-
solving, too.
– STEPHEN ISRAEL,
MEMBER OF THE ROCK CRUSHERS
TRAIL CREW
THOMAS KELEMEN
DAVID KELLER
AND NORA MURDOCK
SUSAN KELLEY
MARY JO KELLOGG
SAMUEL KENDRICK
REBECCA KENNEDY
CHRIS AND JIM KERN
VERDERY AND MARY ANN KERR
JIM AND PAM KESSARIS
JESS AND PHYLLIS KEY
DARSHAN AND VINITA KHATAVKAR
DARA KIELY
LAUREN KILLIAN
DARBY KIRVEN
ART AND PENNY KISER
RICHARD AND PAMELA KISER
CAROL KISTLER-SEYMORE
PAUL KLEMT
HELEN KNOUF
ROBIN AND DAVID KNUPP
CAROLYN KOLB
KELLY AND ROBERT KONEY
DEB AND MIKE KOPKO
MITCHELL AND DOROTHY KOSTRO
REBECCA KRAAI
LISA KROLAK
PETER KRULL
LIENE KUKAINIS
ANDREW KUNKLE
HAROLD AND JUDY KUTNER
LINDA KUYPER
ZANDREA KUYRKENDALL
KATHY KYLE AND MICHAEL CORNN
ROBERT AND SUSAN LABORDE
ELIZABETH LAMB
JOYCE LAMB
JUANITA AND LARASON LAMBERT
MICHAEL LANDIS
ROSE AND JON LANE
JUSTIN LANG
JANE LAPING
KAREN LARKEN AND TIM WEATHERILL
W.J. AND ELIZABETH LAUGHRIDGE
CRAIG LAZAR
ROBERT AND JANINE LAZAR
VIRGINIA LEAVITT
DAVID AND KRISTEN LEE
JOANNE AND BURT LEIMAN
PAIGE AND MARK LEMEL
GREGORY LEMKE
DON LESHER
EUGENE AND THELMA LETOURNEAU
KEITH LEVI AND PATRICIA CAMERON
JAMES AND BETTIE LIEBZEIT
LIFESTYLE PROPERTIES
BONNIE LINGERFELT
AND RE/MAX ADVANTAGE REALTY
CHARLES AND BONNIE LINGERFELT
KEN AND CINDY LINKER
GEORGE AND JOAN LISENBE
JUNE LITCHFIELD
COEL AND JODY LOCKHART
DEMI AND AL LOFTIS
CONNIE LOMAX
RUSSELL AND DANA LONG
JOAN LONNES
MARTHA LOTT
MARTHA AND HARRY LOVE
DONALD AND SUSAN LOVELAND
SUSAN LOWMILLER
RYAN AND JANE LUBBERS
MATTHEW LUCARELLI
THOMAS AND LINDA LUCHA
KATHLEEN LUCKETT
M-O
DAVID MACKEL AND
KARIN ALBRECHTS MACKEL
JUDY MAGURA
LIAM AND SUE MALEY
PAT MALINAK
CHRIS MANSFIELD
T. ESTON MARCHANT
CHARLES K MARSHALL
JANNELLE MARTIN
JOHN AND LESLIE MARTINO
ANN MASON
JAMES AND BETTY MASON
ANNA MATHERLY
LEAH AND BRIAN MATHEWS
JAMES MATTHEWS
DAVID AND FRANCES MAXWELL
GEORGE AND WANDA MAY
RICHARD AND SUSAN MAYBIN
JULIE AND MICHAEL MAZIARKA
J. MARK AND CAROL MCCALL
REBECCA AND CHARLES MCCALL, JR.
ALICE AND ALLEN MCCALLIE
MARSHALL AND AMYE MCCALLIE
CATHARIN MCCARTHY BANTA
FRANK MCCONNELL
JOHN AND THERESA MCCOOL
KAY MCCORD
MELISSA MCCORMICK
SAM MCCOWN
16
ROBERT MCCRORY
PHYLLIS CAROL MCCULLOUGH
AND DAVID MESSER
JOHN MCDERMOTT
ANN MCFADDEN
MCFARLAND FUNERAL CHAPEL
MARY AND FRANK MCGLASHAN, JR.
SUSAN AND TOM MCHUGH
BETTY MCILWAIN
JULIE MCKINNEY
KATHRYN AND MARK MCLANE
RAYMOND MCLEES III
JOHN AND BETH MCLEOD
THOMAS MCLEOD
JILL AND BARRY MCMILLION
REED MCNUTT AND ROANNE WELSH
JOHN AND SUSAN MEADOR
JEFF MEADOWS
TED AND JULIE MEEK
LOUISE MELLON
TIM AND SHARON MENDELSOHN
ROBERT AND DONA MENNELLA
DENISE MENNITT
MARY ANN MERRILL
HARRISON METZGER
KIMBERLY AND JAMES MILES
BONNIE MILLAR AND JAKE MCLEAN
TERRY AND MARSHA MILLAR
ALEXIS MILLER
EDGAR MILLER
JESSICA MILLER
JOHANNE AND MICHAEL MILLER
JOHN MILLER
SANDRA AND ANDREW MILLER
AMBROSE AND JEANNE MILLS
MILLS RIVER BREWERY
DEWITT AND ELIZABETH MINER
GREG MINER AND LINDA KNIPPA
BOB AND KAREN MITCHELL
JOHN AND STEPHANIE MITCHELL
ABBY MOORE
BILL AND MARION MOORE
KENNETH MOORE
TIMOTHY MOORE
CATHERINE MORRIS
CARRIE MORRISON
MAC AND VERONICA MORROW
MOUNTAIN DELI
DAVID AND SUE MULLEN
JORDAN MUNDY
KARL MUNN
KEN AND KATHY NACHBAR
GRAYDON AND KATHLEEN NANCE
KATHY NANCE
NATIONAL FISH AND WILDLIFE FOUNDATION
VALERIE NAYLOR
NC AGRICULTURAL DEVELOPMENT
AND FARMLAND PRESERVATION TRUST FUND
NC ARBORETUM
NC CLEAN WATER MANAGEMENT
TRUST FUND
NC COMMISSION ON VOLUNTEERISM
NC DEPARTMENT OF
ENVIRONMENTAL QUALITY
NC DEPARTMENT OF JUSTICE
ENVIRONMENTAL ENHANCEMENT
NC DIVISION OF WATER RESOURCES
NC WILDLIFE RESOURCES COMMISSION
CATHY AND TERRIL NELL
RANDY AND NANCY NELSON
TORRY AND ALLISON NERGART
GILLIAN NEWBERRY
CARL AND VIRGINIA NEWMAN
PETER AND KELLEY NEWSOME
LARRY AND CAROL NEWTON
GINA AND STEVE NICHOLSON
DENNIS NOLAN
THOMAS NOLL
LIZ NORSTROM
CAREY AND LUTRELLE O’CAIN
OPEN SPACE INSTITUTE
BETTIE AND CHARLES ORR
MARIAN ORROK
ROBERT OVERSTREET
ANDREA OWENSBY
P-R
WENDELL AND WINNIE PACE
GARY PADGETT
MARY JO PADGETT
MICHAEL AND KATHLEEN PARENTE
ALAN AND DOROTHY PARHAM
BONNIE PARKER
FRANCES PARKER
KATHERINE PARKER
MIKE AND DEB PARMER
LYNNE PARSONS
RON AND JAN PARTIN
LIAM PATRICK
ANDREW PATTERSON
PAMELA PAULUS
PHILIP PAVARINI
JONI AND RAY PAVLIK
BRIAN PAYST
JAMES AND CAROLYN PAYTON
PAM AND CHRIS PAZOLES
JANET AND DAVID PEARLMAN
JONATHAN AND CYNTHIA PEARSON
ELIZABETH PELL AND HOWARD GRANAT
MARY PELL
JOAN PELLEGRIN
LAURENCE AND NANCY PELLEGRINI
STEPHEN PENN
DIANE AND DARRELL PENNINGTON
ARDIE PETERS
JOHN AND NANCY PETERSON
TORY AND JANET PETERSON
JENNIFER PETOSA
ALBERTA PHAYER
CHARLES AND ELIZABETH PHILIPSEN
ALICIA PICKETT
1717
Conserving Carolina Annual Report 2018
CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER
BELOW: Delaney Cullen makes a bat box at a Conserving Carolina workshop. Photo by Life
Roots/Little Garden that Grew.
ABOVE: We had a great crew in our Summer of Service, including Fernando Baruch, Jordan
Kirkland, Alexla Perez-Sanchez, Clayton Cilone, Ana Martinez, and Hazel Freeman.
Summer of Service is an AmeriCorps program for local 17-to-19-year-olds. They explore
personal growth, connect with nature, and give back to their community.
JIM AND JUDY PIERCE
CHERIE PITTILLO
DAVID PLAVAC
GREGORY PLEMMONS
SCOTT AND GAY PLEUNE
GINNY PLUME
WILLIAM POLHAMUS
POLK COUNTY COMMUNITY FOUNDATION
CATHERINE POWELL
ROBERT POWELL AND SHANNON WOMBLE
JOHN PRESLEY
LUCY AND ROBERT PRIM
POWELL PROCTOR
DAVID PSCHIRER
AL AND BARB PUNG
OSCAR AND MARY KATE PUNG
TONY AND HAZEL PUNG
NANCY AND BILL RADER
CHUCK AND TIA RAMSEY
ROBIN RAMSEY
JULEANN AND JACK RANDLES
EVAN RASKIN
PERRY AND CAROL RAWSON
JOE AND TERI RAYMOND
ROBERT AND DONNA RAYMOND
KARLA REDDEN AND
HANNAH ARMSTRONG
BOBBIE REDFERN
THOMAS REGENAUER
KEVIN AND KATHY REID
DAVID REMBERT, JR.
BROOK REYNOLDS
ROBIN AND GARLAND RICE
JOHN RICH III
AMY RICHARDS
THOMAS AND MARGARET RICHARDSON
PATRICIA AND EDWARD ROBERTS
CANDACE ROBERTSON
ROBERTSON AND
JANE WALL FAMILY FUND
BARRY AND SUSAN ROBINSON
DONNA AND DONALD ROBINSON
HOWARD AND DIXIE ROBINSON
REBEKAH ROBINSON
SALLY ROBINSON
MARILYN AND KENNETH ROCKY
SUSAN RODERICK
ROBERT AND LUCY RODES
LEIGH AND GREGORY RODGERS
BEATRICE ROLLA
BRUCE AND LISA ROME
FRED AND PAULA ROSEN
MARILYN ROSENBERG
ALAN ROSENTHAL
LARRY ROSTETTER
DOUG AND CAROLYN ROSTICK
BETH AND CHUCK ROUNDS
JUDITH ROYER
SEAN AND SUZANNE RUBIN
MARTHA RUCKER AND JIM BATTEN
ERIC RUFA AND DARCY JONES
JOYCE RUMPLE
S-U
JONATHAN SACKSON
AND MARY BETH GWYNN
PATRICIA SALOMON
ANNE-MARIE SANSEVERO
DUANE SATTERFIELD
BOB SAXON
JOHN SCHAFF
DON SCHJELDAHL
CAROL SCHLEGEL
ALAN AND CAROLYN SCHMALZ
CAROL SCHOBERT
ADONNA AND TONY SCHROER
WAYNE AND MINDY SCHULT
MARY SCHULTZ
MARY SCOTT
ELEANOR SEABROOK
BRITTANY SEGUR
DOROTHY SEMANS
LARRY SEYMOUR
MICHAEL SHAFFER
NANCY AND JAMES SHERFEY
GEORGE AND CATHY SHIELDS
JEFFREY AND JOAN SHIELDS
JEFF AND LORI SHIMER
HENRY AND SANDRA SIBLEY
BILL AND NORMA SIEBENHELLER
KRISTY SIEGFREID AND KYLE WEAVER
BONNIE SINATRO
KELLEY SINGER
ERIKA SIRABIAN
THEO SITTON
DAVID AND JILL SLATER
DAVID AND PATTY SLATER
BRENDA AND JOE SLOAN
BARBARA SLOSS AND KENT PURSER
LAURENS SMITH
LOWELL SMITH
LUTHER AND PRISCILLA SMITH
REBEKAH AND ROY SMUCKER
GARRY AND JEAN SNIPES
FLORENCE SOMMERICH
MICKEY AND DENISE SORIN
SPARTANBURG COUNTY FOUNDATION
MARTHA AND MARTY SPENCER
DAN AND DEBBIE SPICER
CARLEY SPRINGER
RICHARD AND KELLY SPRUILL
DON AND GLORIA SPUDE
CAROL AND CECIL STANLEY
STATE FARM FOUNDATION
MATCHING GIFT PROGRAM
LEWIS AND MILDRED STEINBACH
OTIS STELLY AND KATHRYN MAGEE
CARLY STERNE
WILLIAM STEVENSON AND CINDY LEMON
PATTI STEWART
SEAN AND GRACE STEWART
18 CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER
RODNEY AND LEIGH ANN STINSON
AMY STOUT
LINDA AND JOHN STOVER
STUART AND MARGARET FORBES FOUNDATION, INC
GWEN SUESSE
RANDOLPH SULLIVAN
COLETTE SUMMITT
IVEY AND JIM SUMRELL
BILL AND JANE SWAFFORD
PAULA SWARTZ
THOMAS SWEENY
JANET SWELL
DIANE SWIFT
GEORGE SYKES
PAT AND WAYNE SZAFRANSKI
KATHARINE TAFT
ANDREW TAIT
F.S. AND MARTHA TARKINGTON
ED TATE
MAXINE TATREAU
KIMBERLY TAVERNIER
DONALD AND CHERYL TAYLOR
SHARON TAYLOR
VIRGINIA TAYLOR PARKER
STEPHEN TEMPLE
ANNE TENNANT
MARTI TERRY-PURDY
RALPH AND BEVERLY TESSENEER
THE PURPLE ONION
ROBERT AND SUEANNE THEN
KATHERINE AND JOHN THERELL
CATHERINE THOMAS
RICK AND JUDY THOMAS
JIM AND NANCY THOMPSON
HERB AND PEGGY THORNTON
JOHN THORNTON AND NIPPY PAGE
STEPHEN TILLOTSON
ROBERT TOBEY AND DONNA MARTIN
MARK AND AMERAN TOOLEY
TOWN OF FLETCHER
DEAN TRAKAS
CLIF TRAVER
TRI REAL ESTATE, LLC
DARI TRITT
TRYON GARDEN CLUB, INC
JACK AND JANE TURNER
MARY TURNER
JENN AND GORDON TUTOR
TRAVIS TUTOR
LYNN AND BILL ULREY
GLORIA UNDERWOOD
UNITED WAY OF ASHEVILLE
US ENVIRONMENTAL PROTECTION AGENCY
US FISH AND WILDLIFE SERVICE
V-Z
YONA WEAR/NCLINE LLC
PETR AND MELISSA VALENTA
CHARLES VAN HAGEN III
LINDA VANDERVORT
BARBARA VARGOCHIK
HELEN AND GEORGE VAVREK
GRETCHEN VERBONIC
VERIZON FOUNDATION
JAQUELINE VIDRINE
KEITH VIGLIETTA
MIKE AND KATHY VITIRITTI
BARBARA VOLK
HELMUTH AND CHARLENE VON BLUECHER
NANETTE WACHTER
BROOKS WADE
MARY HELEN WADE
RICK AND DEBORAH WAGGONER
GEORGE WAGNER
BOB AND AMY WALD
CATHY AND JIM WALGENBACH
PAUL AND CINDY WALKER
WALKER, WALLACE AND EMERSON REALTY
JAY WALLACE AND MARGARET MONCURE
MADELON WALLACE
ANDREA WALTER
MANFRED AND CHRISTEL WALTER
MARK AND DEBBI WARE
ERYN WARNER
JOHN WASHBURN
YVONNE WATERS
CHUCK AND JOSELYN WATKINS
MARY WATSON AND KARL SCHWARTZ
DR. GARRISON AND LINDA WATTS
ROBERT WAUCHOPE
STEPHEN WEBBER
SARAH WEIFFENBACH
PETER AND KIM WEINHEIMER
ALICE WELLBORN
J. ROBERT AND CECILY WELLS
LYNN WEST
TED AND GRETCHEN WEST
ROGER WHEELOCK
BRUCE AND BRENDA WHELCHEL
JOHN AND KAREN WHITE
LINDA WHITE
VAN WHITEHEAD AND LEIGH DEFORTH
ABBOT AND FRANCES WHITNEY
BRAD WHITNEY
ED AND VICKI WIKE
CLARK AND MONICA WILCOX
JEFF AND SARA WILCOX
THOMAS AND LYNNE WILEY
GREG AND BRENDA WILLIAMS
JOHN WILLIAMS AND CATHY SHANKS
LAURA AND JOHN WILLIAMS
WILLIAMSON’S PAINT CENTER
DIRK AND PAIGE WILLMS
DAVID AND BEVERLY WILSON
KEN AND KIM WILSON
LESLIE WINNER AND GERRY POSTEMA
DONNA AND TERRENCE WISE
JANICE AND DAVID WITTE
JOEL AND KAREN WOLFROM
BONNIE WOOD
RICK AND BEVERLY WOOD
CORRIE WOODS
ROBIN AND BONNIE WORCESTER
CLYDE AND BRENDA WORLEY
FRANCES WORTHY
HARRIET WRIGHT
CAMILLE YATES
CHARLES AND EMILY YELTON
TIMOTHY YOCUM
BOB YOUNGERMAN
STEVE YURKOVICH
ROSEMARY ZAGAR
ELIZABETH ZEEK AND REBECCA HAHN
BARBARA ZIMMERMAN
SHANA ZIMNOCH
WARNER ZIPF AND ELLEN HARVEY-ZIPF
RITA ZOLLINGER
19
THANK YOU
To all the businesses and supporters who donated
IN-KIND services or goods in 2018
ABOVE: Shrimper Khare enjoys mountain biking on the new Weed Patch Mountain Trail,
which he helped construct.
“I donate to Conserving
Carolina because I
believe in their mission
to save as much
natural land and flora
as possible for the
wild animals and
future generations
of all Americans.
– BETTY D
IN HONOR OF
JOEL AND MARLA ADAMS
ALICE AND ALLEN MCCALLIE
DIANNE ARBOUR
GENE AND LESESNE DICKSON
PETER BARR
SAM AND ANN HUBBARD
QUINN BOEKE
HEATHER AND DAVID BOEKE
CONSERVING CAROLINA STAFF
GAIL AND AMOS DAWSON III
LEIGH DEFORTH AND VAN WHITEHEAD
PAUL AND MARILEE ATKINS
MARY AND STAR ELLIS
KENNETH MOORE
TOM FANSLOW
JANE FANSLOW
MARY FANSLOW
THE MARRIAGE OF MR.
AND MRS. JAKE HALL
BEE JOHNSON
PATTY HOLL
LOTI WOODS
CHUCK HORTON AND JOHN WILKERSON
MARY ANN HAILEY
MAX HOWES
BO AND PAT HOWES
ALAN AND JACQUELINE LURIA
TOM AND SUSAN MCHUGH
ALICE FREY
GREG MINER
PROCTOR POWELL
SHARON PEARSON AND RICHARD
VICKERS
JONATHAN AND CYNTHIA PEARSON
KATHY RATLIFF
GENE AND LESESNE DICKSON
BILL AND SHIRL THOMAS
ELEANOR AND PETER MOCKRIDGE
MELISSA MAUD VALENTA
PETR VALENTA
JAMES WALTERS
CHARLES K. MARSHALL
IN MEMORY OF
MARK W. ALEXANDER
KIM AND MARK DALES
TERRY ALLEN
MICHAEL AND AMY ASHWORTH
CHRIS AND CAROLE BARTOL
WALTER ELLIOT
CHARLOTTE AND WAYNE EPLEY
PHILLIP FEAGAN
ANDY AND LINDA HAYNES
COEL AND JODY LOCKHART
SUSAN AND TOM MCHUGH
KATHERINE PARKER
STUART AND MARGARET
FORBES FOUNDATION
ED TATE
MADELON WALLACE
DAVID S. CARMICHAEL
DEWITT AND ELIZABETH MINER
WALTER CART
DONNA CART
STUART COHN
JOHN AND PAMELA GAITSKILL
TOM DAVIS
JANE DAVIS
BILL AND MARION MOORE
NANCY EDWARDS
GENE AND LESESNE DICKSON
THOMAS R. EDWARDS
THEO SITTON
PHYLLIS EIFERT
DONALD EIFERT
OTIS CHARLIE FEAGAN
CAMPBELL FREY
NIKOLAS STEPHEN FREDRICK
PATTI FREDRICK-ENLOE
AND GREG ENLOE
SCOTCH HAILEY
MARY ANN HAILEY
ED HANCOCK
STEVE AND JERRI LYNN LAMB
DANA HERRMAN
KATHY BEDDINGFIELD
AND RICH SEGUR
THOMAS D. HUNTER III
RANDY HUNTER
JOHN E. HUTSON
SUSAN HUTSON
FAIR ROMEO JOHNSON
HENRY JOHNSON
MORGAN JONES
BETTY JONES
GENE KRUCKENBERG
DON SCHJELDAHL
DAVID MALPASS
MARY JO PADGETT
BILL MCANINCH
BLANEY COSKREY
SUSAN FERNBACH
AND JIM RISHEBARGER
MICHAEL FOLLO
AND DEBORAH CAUGHRON
WILLIAM GEDGE GAYLE
JEANNE AND BERT GUE
CRAIG AND CATHERINE JOHNSON
JULIANNE JOHNSON
CARL JONES AND ANNE GUE JONES
SALLY JONES
CAROLYN KOLB
MIKE LUMPKIN
AND LEE ARMSTRONG
JOHN AND SUSAN MEADOR
KIMBERLY AND JAMES MILES
DENNIS NOLAN
DIANA RICHARDS
KIERAN ROE
F.S. AND MARTHA TARKINGTON
DR. AND MRS. RALPH TESSENEER
MARY HELEN WADE
RICK AND DEBORAH WAGGONER
BOB AND AMY WALD
HARRIET WRIGHT
BRIAN MEEGAN
STEVE AND JERRI LYNN LAMB
JOHN MYERS
EUGENE EARNHARDT AND
BARBARA ROSS EARNHARDT
GARY AND LYNN GETTER
JANE LAWSON
JAMES AND CAROLYN PAYTON
JOHN AND NANCY PETERSON
WILLIAM POLHAMUS
JOSEPH AND PATRICIA TRESEY
THOMAS AND LYNNE WILEY
JAMES PARKER
MARK T. FINLEY
JOHN ANDREW PUNG
JOHN AND THERESA MCCOOL
KIERAN ROE
BETTY JEAN ROBERTSON
ANDREW AND VERA BAKER
DON SCHLEGEL
CAROL SCHLEGEL
ALMA SPICER
ROBERT BACHMAN
AND CLARE GARRETT
FRANCES BRADBURN
AND JOHN WELCH
W.G. AND JANE DONOVAN
JOHN PRESLEY
ED AND VICKI WIKE
RUTH REITER STEWARD
CHUCK AND JOSELYN WATKINS
GORDON AND PATRICIA TOOLEY
MARK AND AMERAN TOOLEY
21
BELOW: Reese Place Falls is one of many waterfalls now open to the public in the new Headwaters State Forest. Photo by Kevin Adams.
Tribute
Gifts
Gifts in honor of or
in memory of family,
friends, and colleagues
make a touching
statement that
you care.
20 CONSERVATION LANDOWNER VOLUNTEER LAND LEGACY LEAGUE WHITE SQUIRREL HIKING CHALLENGE COMPLETER
Conserving Carolina Annual Report 2018
ABOVE: Spring plants and wildflowers. Top and bottom right photos by Gordon Tutor.
Bottom left by David Campbell.
ANONYMOUS
GURI ANDERMANN
BENITA AUGE
REBECCA AYRES
CONNIE AND GIB BACKLUND
MAUREEN BAY
DIANNE BELL
MARGARET M. BENNETT ESTATE
BESSEMER TRUST
KATIE AND STEVE BRECKHEIMER
LUIS M. BUZEK
ABBY CAIN
GENIEN CARLSON
BARBARA CLIFF
STUART AND CAROLA COHN
BENNIE GEORGE COX
ELIZABETH CUMMINGS
ANONYMOUS
TOM AND JANE DAVIS
DENNIS D. DUCKER
GINNY FAUST
CELESTE GIBLIN ESTATE
SUE BALLARD GILLIAM ESTATE
DANA AND DON HERRMAN
MELINDA HOLLAND
PATRICK HORAN AND NOEL THURNER
DAVID HUMPHREY
JOHN HUMPHREY
DONALD JONES ESTATE
RUTH ELAINE JONES ESTATE
ANONYMOUS
DAVID KELLER AND NORA MURDOCK
LYNN KILLIAN
LARASON LAMBERT
MAURICE LOISELLE ESTATE AND
WIFE KAREN TOPOL
ANONYMOUS
DAVID MACDONALD
KATHRYN J. MAGEE
BILL AND JERRY MCANINCH
STAN MOBLEY
LEE AND TOM MULLIGAN
MARY JO PADGETT
JIM AND JUDY PIERCE
DIANA RICHARDS
MARK AND JOANI ROBSON
JANE SHUTTLEWORTH
VERVIN AND AMY STAMEY
OTIS V. STELLY II
ROBERT AND ANNE STORMONT ESTATES
BOB AND AMY WALD
FLETCHER DAVIS WARD ESTATE
We honor the members of our Land Legacy League for including
Conserving Carolina in their last will and testaments or as a
beneficiary of a revocable trust, retirement account or life
insurance policy. Please let us know if you have also included
Conserving Carolina in your charitable giving estate plans so
that we may thank you during your lifetime.
22
ABOVE: Steve and Marie Smith donated a conservation easement to protect this
woodland in Polk County.
CHFS PARTNERS
DANIEL COOK
DAVID DIORIO
TOM GOOLEY
GWINNETT INDUSTRIES
GLENN MONROE GRAY
KATHLEEN ERWIN
REBECCA ERHARDT
GREYROCK COMMUNITY ASSOCIATION
TOMMY AND JULIE HARTZOG
ESTATE OF DANA B. HERRMAN
STEVE AND MARIE KING
JOHN AND ALYSSA LYTLE
ANATTASATI MAGGA
MORGAN FAMILY INVESTMENTS
ROBERT NAGLE
NIGHT HAWK WAY, LLC
CARLENE RAGAN
JOEL SHAPIRO
ANDREW AND PAMELA WILDRICK
DAVID AND PATRICIA WHITMER
2018 Conservation Landowners
We are deeply grateful for all the landowners who worked with
Conserving Carolina to protect their land in 2018.
23
* INCLUDES VALUE OF DONATED
CONSERVATION LANDS
Full audited report available upon request.
FINANCIAL STATEMENT JULY 1, 2017 - JUNE 30, 2018
HOW WE ARE FUNDED
HOW WE USE THOSE FUNDS
Adding Land to Conservation* 2,132,179
AmeriCorps Project Conserve 562,707
Stewardship, Restoration, 362,451
and Trail Development
Education and Outreach to Engage 105,022
People with our Work
Operations
- Management and General Needs 491,859
for All Our Work
- Fundraising to Keep Us Going 232,479
TOTAL $3,886,697
Land Legacy League
Contributions from Members 3,307,361
and Donors
Donations of Real Estate 1,237,797
Grants from Public Sources 1,229,771
Grants from Foundations 413,454
and Organizations
Investment Income and Gains 173,794
Other Income 68,315
TOTAL $6,430,492
On July 7, 2017, Carolina Mountain Land
Conservancy (CMLC) and Pacolet Area
Conservancy (PAC) merged, changing
their name to Conserving Carolina.
CMLC Net Assets, Beginning of Fiscal Year (July 1, 2017)
17,628,484
Value of Assets Transferred from Merger with PAC
2,221,950
Net Assets, End of Fiscal Year (June 30, 2018)
23,632,026
Total Change in Net Assets
6,003,542
Value of Conservation Land Owned (June 30, 2018)
20,957,268
Net Assets Less Conservation Land Owned
2,674,758
847 CASE STREET
HENDERSONVILLE, NC 28792
US POSTAGE
NON PROFITPAID
ASHEVILLE, NC
PERMIT NO. 593
For Nature and People. Forever.
FOR YOUR CONVENIENCE, YOUR MEMBERSHIP RENEWAL DATE APPEARS ON THE ADDRESS LABEL.
Save the Date
SEPTEMBER 21, 2019
Conservation Celebration
Caitlyn Farms, Mill Spring, NC
Dinner | Auction | Live Music | Trip Raffle
Stay In Touch
@conservingcarolina
@conservingcarolina
@ConsrvgCarolina
Connect
www.conservingcarolina.org
828.697.5777
[e-mail]

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix H
Long-Term Management

,�
CONSERVING
AROLINA
MOUNTAINS 4 fO011il'" • RIVERS • FARADS
November 18, 2019
Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Suite 208
Asheville, NC 28801
Re: Letter of Intent to Serve as Long -Term Manager, Easement Holder, and Bond Obligee for Restoration
Systems' Camp Blue Star Con Gen Stream Restoration Site
To Whom It May Concern;
This letter on behalf of the Conserving Carolina is in regards to the Camp Blue Star Con Gen Stream
Restoration project (Site) in Henderson County. Conserving Carolina is a local land trust serving Polk,
Henderson, and Transylvania Counties and parts of Rutherford County in North Carolina, and Greenville
and Spartanburg Counties in South Carolina. Founded in 1994, we have conserved over 45,000 acres
and closed on over 80 conservation easements.
Conserving Carolina has reviewed the provided project documents for this Site and believes that the
completed project will provide real and lasting benefits to water quality and wildlife habitat. Since the
project aligns with the mission and interests of Conserving Carolina, our organization is willing to serve
in the following roles:
- Long -Term Management: Conserving Carolina agrees with the Draft Detailed Restoration Plan,
that the Site has been designed to be self-sustaining, and long-term management activities will
be limited to routine boundary inspections and, when necessary, marking Site boundaries to
ensure clear identification of conservation areas. Conserving Carolina will inspect boundaries
annually to monitor for encroachment. During these inspections, as the Site's Long -Term
Manager and Easement Holder, the condition of boundary markings (i.e., signs) will be noted
and replaced as needed. Conserving Carolina will produce and archive annual management
reports.
- Easement Holder: As the Conservation Easement Holder, Conserving Carolina will be responsible
for upholding the conservation easement's objectives. In conjunction with its Long -Term
Management responsibilities, Conserving Carolina will ensure any activity on, or use of, the
Conservation Easement Area inconsistent with the purpose of the Conservation Easement is
prohibited and reported on as necessary. Conserving Carolina acknowledges the U.S. Army
Corps of Engineers, Wilmington District, holds third -party rights of enforcement and that,
these rights may be exercised through the appropriate enforcement agencies of the United
States.

Agreement to these roles is predicated to a final review and acceptance of easement terms and the
Detailed Restoration Plan by the Conservancy's Board of Directors. To date, Conserving Carolina has
reviewed the U.S. Army Corps of Engineers, Wilmington District, Draft Conservation Easement language,
and is in support of said language. Upon approval and comment by the N.C. Inter -Agency Review Team
of the Draft Mitigation Banking Instrument and Detailed Restoration Plan, Conserving Carolina and
Restoration Systems will agree to the endowment and fee amounts to fund these roles in perpetuity.
Conserving Carolina appreciates the opportunity to serve in this way, which is consistent with both our
existing easement stewardship program and our broader mission. This letter of Intent is with the
understanding that the current monitoring and reporting efforts of the Conserving Carolina, which is an
accredited land trust through the Land Trust Alliance, meet the standards required by USACE for serving
as Easement Holder and Long -Term Steward. The endowment fees will be held and invested according
to best practices for stewardship funds. The funds will be used for ongoing monitoring of this specific
Site, yearly report generation, as well as any costs which may arise from efforts to resolve specific
violations of the easement terms.
This letter of Intent is subject to a favorable review of the final conservation easement document,
boundaries, and project details. There are a few other standard requirements as well. Restoration
Systems will be responsible for assisting Conserving Carolina in the development of a Baseline
Document and installing standard Conserving Carolina easement signage at the site. Restoration
Systems must also keep Conserving Carolina informed of progress on the project, both in construction
and monitoring phases. At closeout, Restoration Systems must provide handoff details to facilitate the
continued monitoring of the conservation easement.
Si cerely,
Vieran Roe
Conserving Carolina Executive Director

Conserving CarolinaWorksheet Calculating the Costs of Stewardship and Defense of a Conservation Easementand the Endowments Needed to Support itA. Assumptions Commentary: The numbers in Section A are designed specifically for this easement and are called the assumptions. These assumptions are estimates drawn from Conservancy experience.1. Staff Costs (including overhead)Note:2 staff members will always be present for site visits.Stewardship Director hourly rate $40.00Stewardship Assistant hourly rate $20.002. Travel Costs for a Site VisitReimbursement per mile (per 2016 IRS guidelines) $0.540Average miles for a round trip (office to property and return) 223. Monitoring CostsHard costsCost of annual supplies (mailing, printing, postage) $10.00Average telephone & fax costs/year $5.00Staff time for MonitoringAverage pre-monitoring time (includes landowner relations during year) 2Average time spent monitoring on the site (not traveling) 4Average post-monitoring time (report preparation, file maintenance, etc.) 34. Frequency of Exercise of Reserved Rights, Management Plan updates, etc.How often will reserved rights be exercised in a 10 year period?1Therefore the likelihood of exercise of reserved rights in any one year is: 20%Average staff hours needed for exercise of reserved rights per time 6Camp Blue Star Mitigation Easement12 Acres-Henderson County
Average number of site visits required to review change per time15. Easement ViolationsNegotiations prior to obtaining counselHow often will negotiations be anticipated in a 20 year period?2Therefore likelihood of negotiations in any one year period is:10%Average staff hours needed for negotiations to head off violation 10Average number of site visits required to head off (stop) a violation 26. Endowment AssumptionsCommentary: The derivation of these numbers is shown on the last page of this spreadsheet.Average rate of return on endowment investments (2010-2015) 9.7%Average inflation rate (2010-2015) 1.9%Therefore the rate of return less the inflation rate is: 7.8%B. FormulasCommentary: The following computations are used to calculate the overall expenses for certain rates or activities used in the final calculation. Assumptions from Section A above are used in the formulas.1. Hourly staff rate (including overhead)Stewardship Director hourly rate $40.00Stewardship Assistant hourly rate $20.00Total: Hourly staff rate$60.002. Travel Costs for Each Site VisitCommentary: Only those costs associated with traveling to and from an easement are calculated here.Mileage reimbursement: mileage x reimbursement rate Total: Travel Costs for Each Site Visit$11.88C. Annual Expenses
Commentary: The following expenses add up to the annual cost of monitoring an easement. Please refer back to the assumptions in Section A or the formulas in Section B for clarification.1. Annual Monitoring ExpensesPre-monitoring staff costs: hourly staff rate x staff time needed $120.00Monitoring staff costs: hourly staff rate x staff time needed $240.00Monitoring: hard costs$15.00Post-monitoring staff costs: hourly staff rate x staff time needed $180.00Travel costs for each site visit (see formula #2 above) $11.88Total Annual Monitoring Expenses$566.882. Per Year Cost of Exercise of Reserved RightsStaff costs: hourly staff rate x hours needed $240.00Travel costs for each site visit (see formula #2 above) x # visits needed $11.88Costs of exercise of reserved right every 10 years $251.88x percentage likelihood of right being exercised within 10 years 10%Total: Per year cost of exercise of reserved right$25.193. Per Year Cost of Negotiations Over Violations: Staff costs: hourly staff rate x hours needed $400.00Travel costs for each site visit (see formula #2 above) x # visits needed $23.76Cost of negotiations over violations every 20 years $423.76x percentage likelihood of negotiations within 20 years 10%Total: Per year cost of negotiations$42.38Total Annual Expenses$634.44D. Endowment Needed to Fund Annual ExpensesCommentary: The following calculation gives the size of the endowment necessary to spin off enough interest to pay for the annual monitoring costs and reinvest sufficient monies so the endowment will grow sufficiently to compensate for the effects of inflation.Assume that a secure investment will produce 5% in interest each year.
Total Annual Costs (see above) $634.44divided by the average rate of return on endowment less inflation0.050Total: Endowment Needed$12,688.88E. Delineation of Conservation Easement BoundaryCommentary: This assumes one 4" diameter sign, at a cost of $0.70 each, posted at 200 foot intervalsalong an estimated perimeter of 10,100 feet requiring 20 hours of staff time. Staff costs: hourly staff rate x hours needed $1,200.00Signs: cost per sign x # signs needed $53.90Total: Boundary Delineation Costs$1,253.90F. Costs of Defending an EasementCommentary: The better the relationship between the landowner and the land trust, the less likely thetwo parties will ever have to go to court. Each land trust must, however, recognize that even with the bestefforts, sometimes it is necessary to go to court. Total: Contribution needed to Defend an Easement$3,000.00G. Total Funds Needed to Accept, Monitor, and Defend the EasementTotal: Stewardship Endowment Needed to Fund Annual Costs $12,688.88Total: Delineation of Conservation Easement Boundary $1,253.90Total: Costs of Defending an Easement $3,000.00Total: Funds needed to accept, monitor and defend the easement$16,942.78

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix I
Financial Assurances

Restoration Systems - Blue Star Con Gen Construction and Implementation Costs
Henderson County, North Carolina
CONSTRUCTION AND IMPLEMENTATION COSTS
Price Per Task
Construction (Pinnacle) 505,125.00$
Consulting Fee (Axiom Environmental) 8,800.00$
Boundary Marking (Huntley) 12,500.00$
Soil Amendment (RS) 18,750.00$
Tree Cost (Procurement and Planting) (RS) 18,750.00$
As-Built Survey (Huntly) 6,250.00$
As-Built Document (Axiom Environmental) 12,500.00$
Monitoring Wells 10,000.00$
Monitoring & Maintenance Bond 6,212.50$
Restoration Systems Direct Costs 6,250.00$
Total = 605,137.50$
* Subconsultant costs include direct costs, inflation, & contingency monies
TASK
PERFORMANCE BOND Travelers Casualty and Surety Company of America
One Tower Square, Hartford, CT 06183

S-5025 (08-99)

Bond No. TBD

KNOW ALL MEN BY THESE PRESE NTS, that we, Restoration Systems, LLC as Principal, and Travelers Casualty
and Surety Company of America, licensed to do business in the State of, North Carolina as Surety, are held and firmly
bound unto (Obligee), in th e penal sum of Six Hundred Five Thousand One Hundred Thirty-
seven & 50/100------- (605,137.50), lawful money of the United States of America, for the payment of which sum, well and
truly to be made, the Princ ipal and Surety do bind thems elves, their heirs, executors, administrators, and successors and
assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the above bounden Principal ha s entered into certain
written Agreement with the above named Obligee, effective the ________ day of ___________, 2020 for Blue Star Con
Gen Stream Mitigation Site and more fully described in said Contract, a copy of which is attached, which Agreement is
made a part hereof and incorporated herein by reference, exc ept that nothing said therein shall alter, enlarge, expand or
otherwise modify the term of the bond as set out below.

NOW, THEREFORE, if P rincipal, its exec utors, a dministrators, successors a nd a ssigns shall p romptly and faithfully
perform the Contract, according to the terms, stipulations or conditions thereof, then this obligation shall become null and
void, otherwise to remain in full force and effect. This bond is executed by the Surety and accepted by the Obli gee
subject to the following express condition:

Notwithstanding the provisions of the Contract, this bond will commence on the date of approval of the Mitigation Banking
Instrument Agreement with term of bond from to or upon approval of the As-Built Report
by the US A rmy Corps of Engineers, but may be extended by the Surety at it s sole option by a repla cement bond or
Continuation Ce rtificate. Surety shall provide the District En gineer notification at least 120 days in advan ce of any
termination or revocation of bond. However, neither nonrenewal by the Surety, nor the failure or inability of the Principal to
file a replacement bo nd, shall itself constitute a lo ss to the Ob ligee recoverable under t his bond o r any re newal or
continuation thereof. Th e liability of th e Surety und er this b ond or any Continuation Certificates issued in connection
therewith shall not be cum ulative and shall in no ev ent exceed the amount as set forth i n this bond or in any additions,
riders, or endorsements properly issued by the Surety as supplements thereto. .

Sealed with our seals and dated this _______ day of , 2020.

RESTORATION SYSTEMS, LLC

________________________________ ________________________________
Witness Principal

Travelers Casualty and Surety Company of America

________________________________ _____________________________________________
Witness Phoebe C. Honeycutt, Attorney-in-Fact
McGriff Insurance Services
4309 Emperor Blvd Suite 300
Durham, NC 27709
Agreed and acknowledged this ___ day of _______, 2020

By: _______________________________________________
Obligee
Restoration Systems - Blue Star Con Gen Annual Monitoring and Maintenance Costs
Henderson County, North Carolina
MONITORING
Price Per Task
- Random Vegetation Plot Measurements (2 plots) 1,375.00$
- Vegetation Plot Measurements (7 plots) 550.00$
- On-site Physical Stream Measurements (14 XS) 1,650.00$
- Surface Water Gauge & Camera Downloads/Maintenance 412.50$
- Visual Assessments 1,100.00$
- Travel Time 4,950.00$
- Data Processing and Analysis 3,525.00$
- Report Preparation 2,750.00$
Travel ($0.585/mi SUV): 1,875.00$
Hotel ($91/day): 687.50$
Groundwater/Surface Water Gauge Maintenance 250.00$
Miscellaneous (film, copies, monitoring posts, flagging, etc.) 250.00$
Sub Total = 19,375.00$
MAINTENANCE
Annual Vegetation Maintenance Costs
- Invasive Species and Vegetation Management (Annual Budget)12,500.00$
Restoration Systems
- Direct Cost Annual Budget 12,500.00$
Total Costs = 44,375.00$
Total Annual Monitoring & Maintenance Costs = 44,375.00$
* Subconsultant costs include direct costs, inflation, & contingency monies
TASK
Axiom Environmental Annual Monitoring Costs
Axiom Environmental Annual Direct Monitoring Costs
MONITORING BOND Travelers Casualty and Surety Company of America
One Tower Square, Hartford, CT 06183

S-5025 (08-99)

Bond No. TBA

KNOW ALL MEN BY THESE PRESE NTS, that we, Restoration Systems, LLC , as Principal, and Travelers Casualty
and Surety Company of America , licensed to do business in the State of North Carolina as Surety, are held and firmly
bound unto (O bligee), in the penal sum of Forty-four Thousand Three Hundred Seventy-five &
no/100--- ($44,375.00), lawful money of the United States of America, for the payment of which sum, well and truly to be
made, the Principal and Surety do bind themselves, their heirs , executors, administrators, and successors and assigns,
jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the above bounden Principal ha s entered into certain
written Agreement with the above named Obligee, effective the day of , 2020, for the Blue Star Con Gen
Stream Mitigation Site and more fully described in said Ag reement, a copy o f which i s attached, which Agreement is
made a part hereof and incorporated herein by reference, exc ept that nothing said therein shall alter, enlarge, expand or
otherwise modify the term of the bond as set out below.

NOW, THEREFORE, if P rincipal, its exec utors, a dministrators, successors a nd a ssigns shall p romptly and faithfully
perform the monitoring obligations, according to the terms, st ipulations or condition s thereof, then thi s obligation shall
become null and void, otherwise to remain in full force and effect. This bond is executed by the Surety and accepted by
the Obligee subject to the following express condition:

Notwithstanding the provisions of the Agreement, this bond w ill commence on the date of approval of the As-Built report
by the US Army Corps of Engineers with term of bond from ____________ to _______________ or upon approval of the
Year 1 Monitoring Report by the US Army Corps of Engineers, but may be extended by the Surety at its sole option by a
Continuation Certificate for future monitoring years 2-6. Sure ty shall provide the District Engineer notification at least 120
days in advance of any termination or revocation of bond. However, neither nonrenewal by the Surety, nor the fail ure or
inability of the Principal to file a replacement bond in the event of nonrenewal, shall itself constitute a loss to the Obligee
recoverable under this bo nd or any re newal or con tinuation t hereof. The liability of the Surety unde r this bo nd or any
Continuation Certificates issued in connection therewith shall not be cumula tive and shall in no event exceed the amount
as set forth in this bon d or in any ad ditions, riders, or endorsements properly issued by the Surety as su pplements
thereto.

Sealed with our seals and dated this ___ day of _________, 2020

RESTORATION SYSTEMS, LLC

________________________________ ________________________________
Witness Principal

Travelers Casualty and Surety Company of America

________________________________ _____________________________________________
Witness Phoebe C. Honeycutt, Attorney-in-Fact McGriff Insurance Services
4309 Emperor Blvd., Suite 300
Durham, NC 27709
Agreed and acknowledged this ___ day of _______, 2020

By:____________________________________________
Obligee

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix J
T&E Survey Data

Axiom Environmental, Inc. 218 Snow Avenue, Raleigh, North Carolina 27603 919-215-1693
June 3, 2019

Raymond Holz
Restoration Systems
1101 Haynes St. Suite 211
Raleigh, NC 27604

Re: Federally Protected Species Assessment Results 18-026
Blue Star Con-Gen, Henderson County

Dear Mr. Holz,

Axiom Environmental, Inc. (Axiom) is pleased to provide you with this summary letter for a
federally protected species survey completed at the Blue Star Con-Gen Stream Mitigation Site
(hereafter referred to as the “Site”). The Site is located approximately 6 miles southwest of
Hendersonville and 10 miles east of Brevard, NC (Figure 1). The survey was conducted by Axiom
biologist, Andrew Radecki, on May 31 , 2019.

Site Description
The Site encompasses 16.1 acres of mostly forested land with several cold-water streams, including
the upper reaches of Mud Creek. The Site is in the Southern Crystaline Ridges and Mountain
ecoregion of North Carolina and is characterized by a mixed pine and hardwood forest including
Montane Chestnut oak and Montane Oak-Hickory (White Pine Subtype) natural communities. Mud
Creek originates near the top of Pinnacle Mountain and flows down through the Site where it
becomes an old drained pond and then continues as a stream at the outfall of the dam before leaving
the Site. Soils along the stream are composed of Ashe, Edneyville, and Tusquitee, with Tusquitee
soils becoming dominate around the old pond and disturbed areas immediately surrounding the pond.

Federally Protected Species
Based on the most recent list as updated by the United States Fish and Wildlife Service (USFWS) on
October 17, 2018, there are twelve federally protected species listed as occurring in Henderson
County. This letter summarizes the survey findings of two species, small whorled pogonia (Isotria
medeoloides) and white irisette (Sisyrinchium dichotomum).

Small whorled pogonia
USFWS Optimal Survey Window: mid-May--early July

Habitat Description: Small whorled pogonia occurs in acidic mesic to dry-mesic forest, which are
characterized by moist, acidic and nutrient poor soils. This species is found growing on eastern and
northern facing slopes and is often associated with stands of Pinus strobus. This species prefers
forest with sparse to moderate ground cover and canopy breaks that create small light gaps to the
forest floor, often created by roads and streams.

Biological Conclusion: Habitat for small whorled pogonia occurs throughout the Site within the
forested areas, roadside edges, and along the stream. Systematic surveys were performed in all areas
of suitable habitat on May 31, 2019 and identified no individuals. In addition, a review of the North
Carolina Natural Heritage Program (NCNHP) records dated June 3, 2019, indicates no known small
whorled pogonia occurrences within 1.0 mile of the Site; therefore, the proposed project will have
no effect on this species.

White irisette
USFWS Optimal Survey Window: late-May--July

Habitat Description: White irisette occurs in dry to moderate moisture oak-hickory forest in
regularly disturbed soils. This species prefers forest edges often created by roads and powerlines as
well as rocky steep terrain.

Biological Conclusion: Habitat for white irisette occurs throughout the Site along roadsides and
woodland edges. Systematic surveys were performed in all areas of suitable habitat on May 31, 2019
and no individuals of this species were identified. In addition, a review of NCNHP records dated
June 3, 2019, indicates no known white irisette occurrences within 1.0 mile of the Site; therefore, the
proposed project will have no effect on this species.

I hope this summary is sufficient for your review. Should you have any questions, please do not
hesitate to call (919-215-1693) or email ([e-mail]) me.

Sincerely,
AXIOM ENVIRONMENTAL, INC.
W. Grant Lewis
Project Manager

Attachments: Figure 1. Site Location
NCNHP report
Copyright:© 20 13 Natio nal Ge ographic Soc ie ty, i-cub ed
FIGURE
Dra wn by :
Dat e:
Sca le:
Pro jec t N o.:
1:20,000
Tit le:
Pro jec t:
Pre pa red for :
BANK LOCATION
1
³
Copyright:© 20 13 Natio nal Ge ographicSociety, i-c ubed
Copyright:© 20 13 Natio nal Ge ographicSociety, i-c ubed
Directions to the Site from Asheville:- Take I-26 E out of Asheville; travel ~22 miles- Take exit 49B and merge onto US-64 W /4 Seasons Blvd- After 2 miles, turn left onto Church Street; travel 0.6 miles- Turn right onto Kanuga Road and after 3.9 miles, continue onto Crab Creek Road- After 3.3 miles, turn left onto Blue Star Way- The Site can be accessed after ~0.8 m ile.- Site Latitude, Longitude 35.2426, -82.5459 (W GS84)
USGS 7.5 Minute Topographic Map (Standingstone Mountain and Horse Shoe, NC Quads)
Legend
Blue Star ConGen E asement
NCD OT Roads
KRJ
AUG 2018
18-026
Henderson County, NC
BLUE STARCONGEN STREAMMITIGATION BANKSITE
MudCreek
C r a b Creek Road
CrabCreekR o ad£¤64
Hendersonville Dry BranchReference Reac hBlue StarReference Reac h
!(!(
NCNHDE-9166
June 3, 2019
Allison Keith
Axiom Environmental
218 Snow Ave
Raleigh, NC 27603
RE: Camp Blue Star; 18-008.02
Dear Allison Keith:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached ‘Documented Occurrences’ tables and map.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is documented within the project area or indicated within a one-mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally-listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Camp Blue Star
Project No. 18-008.02
June 3, 2019
NCNHDE-9166
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
Natural Areas Documented Within Project Area
Site Name Representational Rating Collective Rating
Pinnacle Mountain R3 (High)C3 (High)
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on June 3, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Camp Blue Star
Project No. 18-008.02
June 3, 2019
NCNHDE-9166
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Amphibian 7719 Aneides aeneus Green Salamander 2018-12-02 A 3-Medium ---Threatened G3G4 S2S3
Amphibian 27963 Cryptobranchus
alleganiensis
alleganiensis
Eastern Hellbender 2017-09-19 E 3-Medium ---Special
Concern
G3T2 S3
Crustacean 8319 Cambarus reburrus French Broad River
Crayfish
2017-07-10 E 3-Medium ---Significantly
Rare
G3 S2
Dragonfly or
Damselfly
33444 Calopteryx amata Superb Jewelwing 2004-Pre H?5-Very
Low
---Significantly
Rare
G5 S1S2
Natural
Community
641 Carolina Hemlock
Forest (Typic Subtype)
---1992?C?3-Medium ------G2 S2
Natural
Community
26739 Chestnut Oak Forest
(Dry Heath Subtype)
---2010 B 3-Medium ------G5 S5
Natural
Community
38254 Chestnut Oak Forest
(Dry Heath Subtype)
---2018-04-25 B?2-High ------G5 S5
Natural
Community
30317 Chestnut Oak Forest
(Mesic Subtype)
---2017-10-03 B 3-Medium ------G4 S3S4
Natural
Community
17297 Low Elevation Granitic
Dome
---1992?C?3-Medium ------G2 S2
Natural
Community
19074 Montane Oak--Hickory
Forest (Low Dry
Subtype)
---2010 A 3-Medium ------G2G3 S2
Natural
Community
38142 Montane Oak--Hickory
Forest (White Pine
Subtype)
---2017 BC 2-High ------G2G3 S2
Natural
Community
13126 Pine--Oak/Heath
(Typic Subtype)
---2010 B?3-Medium ------G3 S3
Reptile 16032 Crotalus horridus Timber Rattlesnake 2002 B 4-Low ---Special
Concern
G4 S3
Vascular Plant 25168 Dendrolycopodium
dendroideum
Prickly Ground-pine 1949-Pre H 5-Very
Low
---Significantly
Rare
Peripheral
G5 S2
Page 3 of 5
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Vascular Plant 38374 Hexastylis
rhombiformis
French Broad
Heartleaf
2018 A 2-High ---Significantly
Rare Limited
G3 S3
Vascular Plant 38250 Robinia hispida var.
kelseyi
Kelsey's Locust 2018-04-25 A 2-High ---Significantly
Rare Other
G4T1 S1
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Jeter Mountain North R3 (High)C3 (High)
Stone Mountain/Rocky Ridge R1 (Exceptional)C3 (High)
Kanuga Conference Center Rare Plant Site R1 (Exceptional)C2 (Very High)
Pinnacle Mountain R3 (High)C3 (High)
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
NC Clean Water Management Trust Fund Easement NC DNCR, Clean Water Management Trust
Fund
State
Dupont State Forest NC Department of Agriculture, Forest
Service
State
Dupont State Forest Dedicated Nature Preserve NC Department of Agriculture, Forest
Service
State
Holmes State Forest NC Department of Agriculture, Forest
Service
State
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on June 3, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5
Powered by TCPDF (www.tcpdf.org)
Page 5 of 5
Aquatic Species Survey Report
Camp Blue Star Stream Mitigation Bank
Mud Creek
Henderson County, North Carolina

Pool in Mud Creek during the survey effort
Prepared For:

1102 Haynes St. Suite 211
Raleigh NC 27604

Contact:
Ray Holtz
[e-mail]

July 23, 2019

Prepared by:

324 Blackwell Street, Suite 1200
Durham, NC 27701

Contact:

Tim Savidge
[e-mail]
919-732-1300

TABLE OF CONTENTS

1.0 INTRODUCTION ............................................................................................................... 1
2.0 METHODOLOGY .............................................................................................................. 1
3.0 RESULTS ............................................................................................................................ 2
4.0 CONCLUSIONS.................................................................................................................. 2
4.1 Appalachian Elktoe .......................................................................................................... 2
4.2 Trout Species .................................................................................................................... 2

Mud Creek Aquatic Species Survey Report July 2019
Job# 19-311 Page 1
1.0 INTRODUCTION
Restoration Systems, LLC (RS) is pursuing the Camp Blue Star Stream Mitigation Bank (Project
Site), which involves restoration of an approximately 1,600 linear feet (lf) section of Mud Creek,
a tributary to the French Broad River in Henderson County (Figure 1). The proposed project
involves in-channel stream restoration work within an approximately 1,600 lf section of Mud
Creek between a remnant pond bed above a larger existing pond. The downstream pond has a
20-30 feet concrete spillway outfall and a sediment forebay.
The Appalachian Elktoe (Alasmidonta raveneliana) a federally endangered freshwater mussel
species is known to occur within the French Broad River Basin in Henderson County upstream
and downstream of the Mud Creek confluence. In addition, the proposed project occurs within a
county that may be subject to construction moratoriums for trout resources. While Mud Creek is
not designated by the NC Wildlife Resources Commission (WRC), or the US Army Corps of
Engineers (COE) has having trout resource protections
(https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/Trout/), the presence/absence of trout species within the Project Site needed to be
determined to confirm that trout resource protections do not apply.
Three Oaks Engineering (Three Oaks) was retained by RS to determine the fish fauna
composition of the Project Site and evaluate potential effects to the Appalachian Elktoe from
project construction.
2.0 METHODOLOGY
The project site was visited on May 29, 2019, by Three Oaks personnel Tim Savidge (Permit
#19-ES0034), Tom Dickinson, Lizzy Stokes-Cawley, and Lilian Lovingood. Habitat evaluations
for the Appalachian Elktoe and fish surveys were performed in the entire Mud Creek reach.
Qualitative habitat evaluations involved assessing and noting stream attributes, including
substrate composition, channel dimensions, bank stability, flow rate and riparian conditions. The
fish surveys were conducted within the reach using one Smith Root LR-24 backpack
electrofishing unit and dip nets. All habitat types in the survey reach (riffle, run, pool, slack-
water, etc.) were sampled. Stunned fish were placed into buckets and were identified, counted,
assigned a relative abundance, and released live onsite.
Relative abundance reported was estimated using the following criteria:
➢ (VA) Very abundant: > 30 collected at survey reach
➢ Abundant: 16-30 collected at survey reach
➢ Common: 6-15 collected at survey reach
➢ (U) Uncommon: 3-5 collected at survey reach
➢ (R) Rare: 1-2 collected at survey reach

Mud Creek Aquatic Species Survey Report July 2019
Job# 19-311 Page 2
➢ (P-) Ancillary adjective “Patchy” indicates an uneven distribution of the species within
the sampled site.
3.0 RESULTS
Within the Project Site, Mud Creek is a relatively steep gradient headwater stream (approximate
elevation range 2,260 to 2,365 feet), surrounded by forested slopes with a few small campground
cabins interspersed throughout. The channel ranged from six to 10 feet wide, with banks up to
two feet high. The substrate consists of cobble sand and gravel. Instream habitat is
characterized by high gradient, shallow (< 6 inches) riffles and step pools up to two feet deep.
Much of the substrate in the pool habitats were covered with silt and sand deposits. Silt
accumulations several feet deep were noted in a large pool just above the lower impoundment on
the site.
Suitable habitat for freshwater mussels is not present in the evaluated reach. A total of two fish
species were captured during the effort in 1,562 seconds of intermittent shocking time (Table 1).
No trout species were captured.
Table 1. Fish Survey Results: Mud Creek
Scientific Name Common Name Relative Abundance
Cottus bairii Mottled Sculpin VA
Rhinichthys obtusus Western Blacknose Dace A
4.0 CONCLUSIONS
Neither the Appalachian Elktoe, nor any trout species were observed in the evaluated portion of
Mud Creek. Project conclusions on potential effects to the targeted species are provided below.
Appalachian Elktoe
The evaluated section of Mud Creek is too small and too high gradient to support freshwater
mussel species, including the Appalachian Elktoe. While the Appalachian Elktoe is known to
occur within the French Broad River near the confluence with Mud Creek, the project is not
expected to affect this population, as it occurs well over 20 stream miles downstream of the
Project Site and there is an existing pond downstream of the Project Site.
Trout Species
Based on the survey results trout species do not appear to be present within the Project Site.
Streams of similar size and gradient in this part of North Carolina generally support trout; the
reasons for their absence are not readily apparent but are likely attributable to legacy effects from
land use and the presence of the pond downstream, which is acting as a fish barrier eliminating
re-colonization. As such, effects to trout resources are not anticipated to result from project

Mud Creek Aquatic Species Survey Report July 2019
Job# 19-311 Page 3
construction, as the downstream pond would serve as a sediment trap between the Project Site
and any trout resources in Mud Creek further downstream. Further, regulatory guidance does not
currently designate the reach as having protections or special conditions for trout resources.

Mud Creek Aquatic Species Survey Report July 2019
Job# 19-311 Page 0

Blue Star Con-Gen Mitigation Site Appendix
French Broad 05 Umbrella Mitigation Bank

Appendix K
60% Design Plan Sheets

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
STREAM RESTORATION AND ENHANCEMENT (CLEARING,
50
50
10
50
50
10
100
100
25
25
5 5
GRANT LEWIS
SITE
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
JOSHUA G. DALTON, P.E.
CAMP BLUE STAR SITE

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
UT 2
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNAxiom Environmental, Inc.
PSH 4
HENDERSON COUNTY, NORTH CAROLINA
NAD 83
DIVISION OF MITIGATION SERVICES
NC DEPARTMENT OF ENVIRONMENTAL QUALITY
STA 3+76
END -UT 2-
STA 0+00
END -MUD-
STA 0+93
END -UT 3-
STA 0+00
BEGIN -UT 1-
STA 0+00
BEGIN -UT 3-
STA 0+00
BEGIN -UT 2-
STA 18+50
END -UT 1-
STA 44+91
END -MUD-
PSH 6
PSH 5
PSH 7
PSH
8
PSH 10PSH 11PSH 12
PSH 13
PSH 14PSH 15PSH 16PSH 17
PSH 9UT 3
UT 1
MUD
%176
(225
1127
1133
1244
1238 1125
1196
VALLEYHILL
1128
1114
1106
LAUREL PARK
R
d (SR 1133)Jet
er M
ount
ai
nCreekCrab(S
R 1127)
Crab Creek Rd
CreekMud
Blue Star Way
CAMP BLUE STAR SITE
CONSTRUCTION PLANS
GRUBBING, GRADING, AND EROSION CONTROL)
Longitude: -82.5459
Latitude: 35.2426
Corps Action ID - SAW-2018-0707
Henderson County
Stream Mitigation
Camp Blue Star
RAY HOLTZ
RIVER
FRENCH BROAD
(
(225
RIVER
BROAD
.17
0
0
0
PROFILE (HORIZONTAL)
STATE STATE PROJECT REFERENCE NO.NO.
TOTAL
SHEETS
N.C.
SHEET
1
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/990
00
11/13/2019Blue Star_Rdy_psh_01.dgnjharveyCONTRACT:Prepared in the Office of:
Not to Scale
VICINITY MAP
Raleigh, NC 27603
218 Snow Ave
Axiom Environmental
PROJECT DESIGNER
Raleigh, NC 27604
Suite 211
1101 Haynes St.
Restoration Systems
SITE CONSTRUCTION MANAGER
Designed By:
DATE:CAMP BLUE STAR SITE
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
R
}Tp
Q
H-Frame Pole O O
POWER:
TELEPHONE:
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
W
W
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
Note: Not to Scale
UST
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
New Conservation Easement
Riffle Rip Rap
Proposed Fence
Proposed Fence Gate
Log Vane
Log Cross Vane
Stream Plug
Floodplain Interceptor
Sill Step
Step Pool
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
SYMBOLOGY 1A
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
11/13/2019Blue Star_Rdy_PSH_01a.dgnjharveyLimits of Disturbance
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
TYPICALS 2
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_02.dgnjharvey
*
*

É
TYPICAL POOL CROSS-SECTION
TYPICAL RIFFLE CROSS-SECTION
TYPICAL CHANNEL PROFILE
TYPICAL CHANNEL PLAN VIEW
CROSS-SECTION DIMENSIONS
SEE NOTE 4
CONTROL MATTING
EROSION
COIR FIBER
VARIES
1
1 BANK SLOPE
STAKES
LIVE WILLOW
MAX. 1:1 SLOPE
W thal DpoolW pool
SIDE SLOPE
VALLEY
4' MIN.W
3
1
thalDbkf
STAKES
LIVE WILLOW
FLOODPLAIN
PROPOSED
rifD0.5'botW
thalW
POOL
GLIDE RIFFLE
POOL
RUN GLIDE RIFFLERUN
ELEVATION
WATER SURFACE
CHANNEL
BOTTOM OF
(VARIES - SEE NOTE 1)
POOL-TO-POOL SPACING (ft.)
POOL LENGTH
RIFFLE
TAIL OF
CHANNEL
DESIGN
FLOWRIFFLERUN
RADIUSR1
G
LI
DEHR1
RI
F
F
LERIFFLE
TAIL OF R2
FLOW
POOL LENGTH
RIFFLE
HEAD OF
HR2 RIFFLEREACH Wbkf (ft.)Wbot (ft.)Driff (ft.)Dthal (ft.)Dpool (ft.)Wpool (ft.)Wthal (ft.)
3.40.8 0.1 1.1 10.0
0.1 1.4 11.8
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
OR AVOID OBSTACLES. THE STAKE-OUT SHALL BE APPROVED BY THE CONSTRUCTION
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
CHANNEL PLAN VIEW NOTES:
CENTER OF POOL BEND TO CENTER OF POOL BEND.
1. POOL-TO-POOL SPACING IS MEASURED FROM
NOTES:
6.4
7.4
CONTROL MATTING
EROSION
COIR FIBER
FLOODPLAIN
PROPOSED
FLOODPLAIN
PROPOSED
10.0
3.4
riff
6.6 4.2 0.5 0.1 0.8 6.6 1.8
TO 1/3 D
CHANNEL BANK
BED MATERIAL UP
EXTEND STONE
Cobble Stone
Class A and
11.8
BANK SLOPE
2:1
2
A MIX OF CLASS A AND SMALLER STONE.
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF
3. THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING.
USED TO BACKFILL EXISTING CHANNEL.
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE
CHANNEL CONSTRUCTION NOTES:
1.0
Mud Cr (Upstream)
Mud Cr (Downstream)
UT 1 and 2
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
DETAILS 2A
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_02a.dgnjharveyREACH ARM LENGTH (FT.)CHANNEL DEPTH (FT.)FLOW5'5'
HEADER STONE
ELEVATION A-A
5'5'
FLOW
FILTER FABRIC
PROFILE B-B
FOOTER STONE
HEADER STONE
TYPICAL CROSS-VANE
TYPICAL LOG VANEBABA
3 2
1
1
2
3
3
2
1
PLAN VIEW
ARM LENGTH
O- 30O20O- 30O20
0.5'
BANK
CHANNEL
21 21
FABRIC
FILTER
STONE
FOOTER
BANK
CHANNEL
STONE
HEADER
CHANNEL
EXIST.
STONE
FOOTER
TO GRADE
BACK FILL
GROUND
EXIST.
WHERE NEEDED
(#57 STONE)
ROCK FILL
DEPTH
CHANNEL
PLAN VIEW
SCALE: N.T.S.
HOLE
SCOUR
STONE
LARGE
BANK
CHANNEL
A
B20°-30°
LOG VANE
FABRIC
FILTER
STONE
LARGE
BANK
CHANNEL
A
F
L
OW PRIOR TO BACKFILL.
ON UPSTREAM SIDE OF LOG VANE
FILTER FABRIC TOED IN AND DRAPED
NOTE:BTOP OF BANK
STONE
LARGE
FABRIC
FILTER
LOG VANE
BANKFULL
STONE
LARGE
CROSS-SECTION A-A
SCALE: N.T.S.
CHANNEL
BOTTOM OF
PRIOR TO BACKFILL.
ON UPSTREAM SIDE OF LOG VANE
FILTER FABRIC TOED IN AND DRAPED
NOTE:
PROFILE B-B
SCALE: N.T.S.
FABRIC
FILTER
LOG VANE
10-15°
STONE
LARGE
2.0'FLOW
BOTTOM OF CHANNEL
BANKFULL
TOP OF BANK
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
NOTE:
11
9
1.1
UT 1 and 2 0.6
Mud Cr (Upstream)
Mud Cr (Downstream)
0.9
6
LOG CROSS VANE
SECTION A-A
SECTION B-B
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
STRUCTURE.
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
THROUGH LOG GAPS. FILTER FABRIC SHALL EXTEND
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
4. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
3. ALL STONES ARE TO BE STRUCTURE STONES.
STREAMS.
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
1. HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
NOTES:
MATERIAL
NATIVE CHANNEL
CLASS 'A' RIP RAP/
#57 STONE AND BANKFULLFLOW
BANKFULLFILTER FABRIC
LOG SILL
FILTER FABRIC
HEADER LOG
BLOG
FOOTER
B
POOL
DEEP
A
A
(BANKFULL)
TOP OF BANK
ELEVATION
STREAMBED
POOL
SCOUR
FLOW
FOOTER LOG
FABRIC
FILTER
CHANNEL MATERIAL
#57 STONE / NATIVE
MATERIAL
NATIVE CHANNEL
CLASS 'A' RIP RAP /
COIR LOG
HEADER LOG
SCALE:NTS
CHANNEL MATERIAL
CLASS 'A' RIP RAP / NATIVE
WITH #57 STONE AND
BACKFILLED AND COMPACTED
GROUND
EXISTING
HEADER LOG (BANKFULL)
TOP OF BANK
GROUND
EXISTING
FILTER FABRIC
FOOTER LOG
ELEVATION
STREAMBED
POOL
COIR LOG
PLAN VIEW
{
Side Slope at 8 to 1
Wetland at 15 to 1
Grade Base of
PIPE INLET
DITCH OR
BASIN
RIP RAP
DEEP POOL
RIP RAP OUTLET AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
DETAILS 2B
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_02b.dgnjharveyWetland
Stormwater
Wetland
Stormwater
Tie to Existing Grade
PROFILE
SECTION A-A
A
MARSH TREATMENT AREA
A
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
DETAILS 2C
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_02c.dgnjharveySCALE: N.T.S.
18" THICK MIN
CL 'I' RIP RAP
SELECT MATERIAL
COMPACTED
GEOTEXTILE FABRIC
CROSSING (TYP)
PERMANENT STREAM
SECTION A-A'
SECTION B-B'
A
A'
AS DIRECTED BY ENGINEER OR DESIGNER.2) RIP RAP SIZE MAY BE ADJUSTED BASED ON FIELD CONDITIONS1) PLACE CLASS A RIP RAP IN CHANNEL AND ON BANK SLOPES.NOTES:
(SIZE AS PER PLAN)
CMP PIPE
(SIZE AS PER PLAN)
CMP PIPE
0.5' DEPTH MIN
CL 'A' RIP RAP
SELECT MATERIAL
COMPACTED
GEOTEXTILE FABRIC BURY PIPE 20%
0.5' DEPTH MIN
CL 'A' RIP RAP
(SIZE AS PER PLAN)
CMP PIPE
BURY 20%
FLOODPLAIN PIPES
18" CMP
INDICATED ON PLANS.
3) INSTALL 18" CMP FLOODPLAIN PIPES IN FLOODPLAIN AS
MATTING ON EXPOSED SOILS.
2) IF UNABLE TO INSTALL WHILE LOCATION IS DRY, PLACE
LOCATION WITHIN STREAM HAS BEEN DEWATERED.
1) INSTALL PERMANENT CROSSING WHILE CONSTRUCTION
NOTES:
1' MIN
PERMANENT CROSSING
B B'
REMOVE
SOIL PATH SOIL PATHSOIL PATH
SOIL PATH
STA
8+95
-UT1-
STA
0+92
-UT3-
END
PRESERVATION
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
DETAILS 2D
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_02d.dgnjharveyPLAN VIEW
SCALE: N.T.S.
STONE
LARGE
BANK
CHANNEL
20°-30°
BANK
CHANNEL
20°-30°FOOTER LOGHEADER LOG
4 -
5
% SLOPE2% SLOPE1/2 Pool LengthOF LOG OR STONE
BE CONSTRUCTED
VANE ARM MAY
STONE
LARGE
BANK
CHANNEL
BANK
CHANNEL
FOOTER LOGHEADER LOG 4 - 5% SLOPEOF LOG OR STONE
BE CONSTRUCTED
VANE ARM MAY
FOOTER LOG
45°
HEADER LOG 2% SLOPE
VANE ARMS
ON UPSTREAM OF
57 STONE (OR COMPARABLE)
FILTER CLOTH AND
ARMS
UPSTREAM OF VANE
COMPERABLE)ON
57 STONE (OR
FILTER CLOTH AND
FOOTER STONES
HEADER STONES
BANK
UP TO TOP OF
5 TO 7 % SLOPE
BANK
UP TO TOP OF
5 TO 7% SLOPE
REINFORCED RIFFLE STEP
SILL STEP
STEP POOL STRUCTURE 1/2 Pool Length
0 500'250'500'
SCALE: 1"=500'
1000'
UT 2
UT 3
UT 1
MUD
R
d (SR 1133)Jet
er M
ount
ai
nCreekCrab(S
R 1127)
Crab Creek Rd
Blue Star Way
CreekMud
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
CONTROL POINTS 3
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_03.dgnjharveyHENDERSONVILLE, NC 28792
375 MAPLE STREET
ASSOCIATES, INC
DAVID C. HUNTLEY &
EASEMENT PROVIDED BY:
SURVEY INFORMATION PROPERTY/
ELEV =2360.93
E =941796.771
N =562481.419
CONCRETE MONUMENT #1
ELEV. =2348.56
E =941887.732
N =562269.942
CONCRETE MONUMENT #2
CM #1
CM #2
0 500'250'500'
SCALE: 1"=500'
1000'
UT 2
UT 3
UT 1
MUD
R
d (SR 1133)Jet
er M
ount
ai
nCreekCrab(S
R 1127)
Crab Creek Rd
Blue Star Way
CreekMud
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EASEMENT 3A
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_03a.dgnjharvey
2285
228622872287
2287
2288228822882289228922902290
22902290
2291
2291229122922292229222922292 2293229322932293 2294229422942295
22952295229522952296 229622962297
2297
2297229822982299
2299 22992300230023002300
23002300 2301
2301230123012302230223022302 230323032303230323042304
230423042304
23042304
230423042304230523052305
230523052305230523052305
2306
2306
2306230623072307 230723072308
23082308 230823082308230823082308 23092309230923092310
23102310231023102310
2310
2 310
2310
2310 231123112311231123122312231223122312 2312
231223
1223132313231323132313
2314
2314 2314231423142314
2314
2
3
1
4
231423152315231523152315231523152315
2315231523162316
23162316231623162316
2317
231723172317
23172318
2318231823182318 231823192319
231923192319232023202320
232023202320
2 3 2 0 2320232023202320232123212321232123212322232223222322
232223232323
2323232323232324
232423242324 232423252325
2325
23252325232523252325232523252326
23262326232623262327
232723272327232723272328 23282328
23282328
23282328232823282328
2328
2328
2329
232923292329232923292329
23292
3
2
9
23302330233023302330233023302330
2330 233023302330
233023302330233023302330233023302330
2330
233023302330233023302330
23302330
2330
23302330
23302330
2331
2331233123312331233123312331
2331
23312331233123312331
2332
23322332233223322332 233223322 3 3 2
23322332
2332
2332
2332
2332233223322332 233223322332233223332333233323332333
23332333
2333
23332333
2
3
3
3
2333
233323332334
2334233423342334 2334233423342
3
3
4
23342334
2334
2334
2334
233423342334 23342334
2334
2334
2334
2
3
3
4233423342334
233423352335
2335
233523352335233523352335 233523352335233523352335
2335
233523352335
233523352336
2336233623362336 23362336233623362336
2336
23362336233623362336233623362336
2336
2336
2 3 3 7
2337
2337233723372337233723372337
23372337233723372338
23382338233823382338
2338
2338
2338 23382338233823392339
2339233923392339233923392339
2339233923392340
234023402340234023402340234023402340
2340 234023402340
2340
2340
23402340234023402340234023402340234023402340
2340
234023412341
2341234123412341234123412341
234123412341234123412342234223422342234223422342 234223422342
2342
2342234223422342234223432343
2343234323432343234323432343
23432343234323432343
2344
234423442344234423442344
2344
2344
2344234423442344234423442344
234423452345
234523452345234523452345234523452345234523452345234523452345
2345
2345
2345 234523452345234523452345234523452346
23462346234623462346 2346 234623462346
234623462346
2346
2346
23462346234623462346234623462346
2346
2346
2346234623462346
2346
23462346 23472347
23472347234723472347234723472347
2347
234723472347234723472348
2348234823482348234823482348 23482348234823482348
2348
2348
2348234823482348
234823482348
234823482348 23492349
234923492349234923492349234923492349
2349
2349234923492349234923492349
2350
23502350235023502350235023502350235023502350235023502350 2350235023502350 23502350
2350
2350
2350
2350235023502350235023502350
23502350
23502350
235023502350235023502350
23502350
2350
2350
2350
2350 23512351
23512351235123512351235123512351235123512351
2351
2351
23512351235123522352
23522352235223522352235223522352
2352
235223522352235223522352
235223522352
2352 23532353
23532353235323532353235323532353
23532353235323532353235323532353 2354
235423542354235423542354 23542354
2354
2354
2354235423542354235423542354 235523552355
2355
2355235523552355235523552355235523552355235523552355
2355
23552355235523552355235523552355235523552355235523552355 23552355 23562356
2356235623562356235623562356235623562356
2356
2356
235623562356
2356235623562356
23562357235723572357235723572357 235723572357
23572357235723572357235723572357
2357
2358
23582358235823582358235823582358
2358
23582358235823582358
2358
2358 2358
2358
235823582358
2358
235823592359
2359
235923592359235923592359235923592359235923592359
2359
2359235923592359235923592359
2360236023602360236023602360236023602360236023602360
23602360
236023602360
236023602360236023602360
23602360236023602360236023602360 2360
2360
2360
2360
2360
2360
2360
2360
23602360
2360
2360
2360
2
3
6
0 23612361
2361
2361
2361236123612361236123612361236123612361236123612361
23612362
2362236223622362
23622362
2362 236223622362 2362236223622362236223622362
2
3
6
2
2362 23632363
2363
2363
236
3
236323632363236323632363236323632363236323632364
2364236423642 3 6 4
2364
2364
2364
23642364
2364 236423642364236423642364
23642365 23652365
2365
2365
2365
2365
2365
2365
2 3 6 5
2365236523652365236523652365236523652365
23652365236523652365236523652365
2366
2366236623662366
2
36
6
2366
2366
23662366
236623662366236623662366
2366
23662366 236723672367
2367
2367
2367
23672367236723672367236723672367236723672367
23672368
236823682368236823682368
2368
2368
2368 236823682368
23682368236823682368
2368 23692369
2369
2369
2369
2369
236923692369236923692369236923692369
2369
23692370 237023702370
2370
2370
2370
2370
2370
237023
7
0
23702370
23702370237023702370237023702370237023702370237023702370
23702370 23712371
2371
2371
237123712371237123712371237123712371
2372 2372237223722372237223722372
2372
2372
23722372
237223722372 237323732373
2373
2
3
7
3
237323732373237323732373237323732374237423742374237423742374 2374
2374
23742374
23742374 2375237523752375
2375
2375
2375
2375
23752375
23752375237523752375237523752375237523752375237523752376 237623762376237623762
3
7
6
2376
2376
23762376
237623762376
23762376
23762376
2376
23762376
2376 23772377
2377
2377
2
3
7
7
237723772377237723772378 23782378237823782378
2378
2378
2378 237823782378237923792379
2379
2379
237923792379237923792379237923792379
2380238023802380238023802380
2380
2380
2380
2380
2380
2380 238023802380238023802380238123812381
2381
2
3
8
12381238123812381238123812382238223822382
2382
2382 238223822382238323832383
2383
2383
23832383238323832383238423842384238423842384
2384
2384
23842384238523852385
2385
2385
2385
238523852385
2385238523852385238523852385238623862386
238623
86238623862386238723872 3 8 7
2387
2387
2387
238723872387238823882388
2388
2388
2388238823882388238923892389
2389
23892389
23892390239023902390
2390
2390
239023902390
23902390 2390239023902391239123912391
2391
2391
239123912391239223922392
2392
23922392
2392239223922393239323932393
23932393
239323932394239423942394
2394
23942394
239423942395239523952395239523952395
2395
2395
239523952
3
9
5
2395239523952396239623962396
2396
2
3
9
6
23962396239723972397
2397
2397
2397
2397239723982398239823982398
2398
239923992399
2399239923992400
24002400240024002400
2400
2400
2400
2
4
0
0 24002400240124012401
24012401 2401240224022402
24022402
240324032403
2
40
32403
240424042404
2
40
42404
24052405240524052405
2405
2405
2
4
0
52405 2405240624062406
24062406
240724072407
24072407240824082408
240824082409240924092409
2410241024102410
2410
24102410
241124112411
2411 24122412
2
4
1
2 241324132413 24142414
2415241524152415
24152415241624162417241724182418
241924192
4
2
0
242024202421
2422242324242425
2425 2426NAD 8312:1 ALONG PATH
3:1
3:1
2:1
0 50'25'50'
SCALE: 1"=50'
100'
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
DAM REMOVAL GRADING 3B
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_PSH_03b_dam-removal.dgnjharveyDOC
K15" CMP
15" CMP 15" CMP1 2 " CMP15" HDPEBRIDGE
ELEV =2360.93E =941796.771N =562481.419
CONCRETE MONUMENT
ELEV. =2348.56E =941887.732N =562269.942
CONCRETE MONUMENTDOC
K15" CMP
SOIL PATHSOIL PATHSOIL PATHSOIL PATH
SOIL PATH SOIL DRIVESOIL PATH
SOI
L PATHSOI
L PATHSOIL PATH
26872688
269026912695
2695269626992700
2700270027012702270327042704270527052705270527052706270627072707270727082708270827092709270927102710
2
7
10
2710271027112711
2711271227122712271227132713
271327142714
2714271527152715
271527152716271627172717271727182718271827192719271927202720
2720272027202721
27212722
27222723
27232724
2724272527252725
2725272527252726
27262727
27272728
272827292729
2729273027302730
2730273027312731
273127322732
2732273227332733
2733273327342734
2734273427352735
2 7 3 5
27352735273527362736
27362737
27372737
2738
27382738
2739
2739273927402740274027402740 27402741
274127422742
274227432743
274327442744274427452745
2745
274527452746
274627462747
2747274727482748
274827492749
274927502750
27502750275027512751
275127522752
275227532753
2753275427542754275527552755
2755275527562756275627572757275727582758275827592759275927602760
2 7 6 0
276027602761
27612762
27622763
276327642764
276427652765
2765
2765276527662766
276627672767
276727682768
276827692769
276927702770
27702770277027712771
277127722772
27722773
27732774
27742775
27752775
277527752776
27762777
27772778
27782779
277927802780
278027802781
27812782
27822783
27832784
2784278427852785
27852785278527862786
278627872787278827882789
278927902790
279027902791
27912792
27922793
27932794
279427952795
279527952796
279627962797
279727972798279927992800
280028002801
28012802280228032803280428042805280528052806280628072807280828082809280928102810281028112811281228122813281328142814281528152815 28162816281728182819282028222824282528262827282828292835 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNN
A
D
832765
2760
2755
0 01+50 03 +50+50 0402+50
AT PROP THALWEG
EXST GROUND
05+50
ELEV 2777.01
STA 0+00 -MUD-
START PRESERVATION SEE SHEET 5MATCHLINE STA 5+00 -MUD-BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
2775
2750
2770
01
2745
2740
2735
2755
2730
2750
02
2725
2720
2715
2735
2710
2730
+25+25
2710
2705
2700
2695
2690
2685 SEE SHEET 5MATCHLINE STA 5+00 -MUD-AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
-MUD-
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 4
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_04.dgnjharvey0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATHSOIL PATH1+00 -MUD-2+00 -MUD-3+00 -MUD-4+00 -MUD-STA 0+00 -MUD-
START PRESEVATION
260826122613261426162620
26212622262326242625
2625262626272628262826292630
26302631263226332634263526352636263726382639 26402 6 4 0
26402640
2640 264126412641264226422642
2643
264326432644264426452645264526452645
2646
26462647264726472648264826492649265026502650
265026502650265126512651 265126522652265226532653 2653265326542654265426542655265526552655265526552656265626562656265726572657
26572657265826582658265926592
6
5
92660266026602660 2660
26602661
2661266126622662
266226632663
266326642664
266426652665
2665266526652665
2666
26662666
2667
26672667
2668
2668266826692669
2669267026702670 2670267026712671267126722672 267226732673
267326742674
26742674 26752675
2675
267526752675
2676
26762677
26772678
26782678
2679
26792679268026802680 268026802681
26812681 26822682268226832683
268326842684268426852685
2685
268526852685
2685 268626862686268726872687
2687 26882688
26882688 26892689
26892689 26902690
26902690269026902691
26912691 26922692
26922692269326932693
2694
26942694269526952695 26952695
2696
26962696
2697
26972697
2698
26982698
2699
2699269927002700 27002700
2701
2701
2702
2702
2703
2703
2704
2704 27052705
270627072708 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/ PROFILE 5
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_05.dgnjharveyNAD 832680
2675
2670
05 06+50 08 +50+50 0907+50
AT PROP THALWEG
EXST GROUND
10+50 SEE SHEET 6STA 10+00 -MUD-MATCHLINE SEE SHEET 6MATCHLINE STA 10+00 -MUD-SEE SHEET 4MATCHLINE STA 5+00 -MUD-2665
2685
2690
SEE SHEET 4STA 5+00 -MUD-MATCHLINE +75 +75
2655
2650
2645
2640
2660
2665
+50
2630
2625
2620
2615
2635
2640
-MUD-
AT PROP THALWEG
EXST GROUNDAT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
SOIL PATH SOIL PATH6+00 -MUD-7+00 -MUD-8+00 -MU D -9+00 -MUD-
2563256425652569257025702571
25722573
2574
25742575
257525752576
25762577
2577257725782578
25782579
2579258025802 5 8 0
258025802581
2581258225822583258325842584258425852585
2585
25852585258525862586258625872587
258725882
5
8
8
25882588258925892589258925902590
2590
2590259025902591259125912592
259225922593
259325932594
2594259425952595
25952595259525962596259625972597259725982598259825992599259925992600
2600
26002600260026002601
26012601
2602
260226022603
260326032604
2604260426052605
260526052605260526062606
26062606260726072607260726082608
2608260826092609 2609260926102610
2610 26102610261026112611
2611261126122612261226122613
261326132614
2614261426152 6 1 5
26152615261526152 6 1 6
261626162617
261726172618
261826182 6 1 9
26192619262026202620262026202620262126212621262226222622262326232624262426252625
2625262526252625262626262627262726282628262926292630263026302630263026312631263226322633263326342634263526352635263526362636263626372637 26372638 263826392639264026402640
26402641 264126422643264426452645
2 6 4 626472648
2649265026512652AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 6
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_06.dgnjharveyNAD 832610
2605
2600
10 11+50 13 +50+50 1412+50
AT PROP THALWEG
EXST GROUND
15+50SEE SHEET 7MATCHLINE STA 15+00 -MUD-SEE SHEET 5MATCHLI
NE STA 10+00
-MUD-SEE SHEET 5MATCHLINE STA 10+00 -MUD--MUD-
2615
2120
2595
+25 +25
2985
2580
2575
2590
2595
2570
+50
2565
2560
2555
2570
2575
2550 SEE SHEET 7MATCHLINE STA 15+00 -MUD-AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
11+00 -MUD-12+00 -MUD-13+00 -MUD-14+00 -MUD-
2491249224932494249624992499250025012501250225022503250325042504250525052506250625072508250925102510251025112512251325142514251525152515251625162517251725182518251925192520252025202520252125212
5
2
2
2522252325232524
252425252
5
2
5
252525252525252625262527252725272528
25282528252825292529252925292530253025302530253025302531
2531253125322532
2532253225332533
2533253325342534
25342534253525352535253525352536253625372537253725382538253825392539253925402540
254025402540254125412541254225422542254325432543254425442544254425452545254525452546
25462547
254725482548254925492549255025502550255025502551255125522552255325532554255425552555255525552556255625562557255725582558255925592560256025602560256025612561256225622563256325632564256425642565256525652565256625662567
25672568256825692570257025702570257125712572257225732573257425742575257525762577257825802580AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 7
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_07.dgnjharveyNAD 83
2550
2545
2540
15 16+50 18 +50+50 1917+50
AT PROP THALWEG
EXST GROUND
20+50 SEE SHEET 8STA 20+00 -MUD-MATCHLINE SEE SHEET 8MATCHLINE STA 20+00 -MUD-S
E
E
S
HE
E
T
6MATCHLINE
S
T
A
15
+
0
0 -MUD-SEE SHEET 6MATCHLINE STA 15+00 -MUD-2555
2560
2535
+25 +25
-MUD-
2525
2520
2515
2530
2535
2510
19
2505
2500
2495
2510
2515
2490
AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATHSOIL PATH16+00 -MUD-17+00 -MUD-18+00 -MUD-19+00 -MUD-REMOVE BUILDING
241724182420
2421
242224232424242524252 4 2 6
24272428242824292430 2430243024312431243224322433243324342434
2435
243524352435243624362437243724382438243924392440244024402441
24412442
244224422443
244324432444
24442445
2445244524452446
24462447
24472448
24482449244924502450245024502450
2451
245124512452245224522453245324532454245424542455
2455
24552455245524552456
245624562457
245724572458
245824582459
2459245924602460
24602460246024602461
246124612
46
2
246224622463246324632
46
4
2464246424642465
2465
2465246524652465246524652466
246624662
4
6
6
2467
24672467246724682468
24682469
24692
4
6
9
24692470
2470
247024702470247024702471
247124712 4 7 1
2472
247224722472247324732473247424742474247524752475247524752476247624762477247724772478247824782479247924792480248024802480248024812481248124822482248224832483248324842484248424852485248524852485248624862486248724872488248824892489248924902490249024902490
249024912491 24912492249224922493249324932494249424942495249524952495249524962496249724972497249824982498249925002500250025012501250225032504250525052506250725082509251025102511251225132514251525152516251725182519252025242525252625272530253125352536AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 8
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_08.dgnjharveyNAD 83
2480
2475
2470
20 21+50 23 +50+50 2422+50
AT PROP THALWEG
EXST GROUND
25+50SEE SHEET 9MATCHLI
NE STA 25+00
-MUD-SEE SHEET 7MATCHLINE STA 20+00 -MUD-2485
2490
2465
-MUD-
2460
2455
2465
2470
2445
24
2435
2430
2425
2440
2445
2420 SEE SHEET 9MATCHLINE STA 25+00 -MUD-SEE SHEET 7MATCHLINE STA 20+00 -MUD-22
2450
AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 954611010121+00 -MUD-22+00 -MUD-23+00 -MUD-24+00 -MUD-
2378237923792
3
8
0
23802
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0 238123812
3
8
2
238223822382238323842
3
8
4
2
3
8
4 238523852385238623862387238723882388238923892390239023902391239123922392239323932394
239423952395239523952396239623972397239823982399239923992
3
9
924002400
24002400240024002401240124012402240224032403240324042404240424052405240524052405240624062406240724072407240824082408240924092409241024102410241024102410241124112411241224122412241324132413241324142414241424142415241524152415241524152416241624162416241724172417241724182418241824182419241924192419242024202420
2420
2420242024202
4
2
0
2421
242124212421
2422
242224222423
242324232424
2424242424252425
242524252425242524252426242624262427242724272428242824282429242924292430
24302430243024302431243124322432243324332434243424352435243524362437243824392440
244024402441
24412442
24422443
24432444
2444244524452446244724502460
24652469
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 9
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_09.dgnjharveyNAD 83
2425
2420
2415
25 26+50 28 +50+50 2927+50
AT PROP THALWEG
EXST GROUND
30+50 SEE SHEET 10STA 30+00 -MUD-MATCHLINE SEE SHEET 10MATCHLINE STA 30+00 -MUD-S
E
E
S
HE
E
T
8MATCHLINE
S
T
A
2
5
+
0
0 -MUD-SEE SHEET 8MATCHLINE STA 25+00 -MUD--MUD-
+25 +25
2410
2430
2435
2400
2395
2390
2385
2405
2410
+75 +75
2375
2370
2365
2360
2380
2385
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
SO
IL
PATH
26+00 -MUD-27+00 -MUD-28+00 -MUD-29+00 -MUD-PERMANENT CROSSING
233623372
3
3
8 233923402
3
4
0
23402341
234123422342
2343
234323442344 23442
3
4
4
2345
2345
2345234523462346 23462
3
4
6
2347
2 3 4 7
234723482348
234823482
3
4
8
2
3
4
8 23482
3
4
8 23492349234923492
3
4
9
235023502
3
5
0
2
3502
3
5
0
23502
3
5
0
2
3
5
0
2
3
5
0
2350 23502
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2351
2351
2351235223522
3
5
2
2
3
5
2
2
3
5
2
2352
235323532353
235423542354 2354
2355235523552355
2355
2355
2355
2
3
5
6
2 3 5 6
23562356 23562
3
5
6
235723572357
2357
235823582
3
5
8
2358
23592359
23592360236023602
3
6
0
2
3
6
0
2360
2360
2
3
6
0
2361
2361
236123612362
236223622363
236323632364
236423642
3
6
4
2365
2365
23652365236523652366
236623662
3
6
62367
236723672
3
6
8
236823682369
236923692370
2370237023702371
23712371237223722372237323732374237423742375
23752375237523752376237623772377237823782378
2379237923792379238023802380238123812381238223832383238423842385238523862387238723882389238923902390239023912392239323942395239523962397239823992400240024012402240324042405240624082409241024122413241424152416242024212422AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 10
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_10.dgnjharveyNAD 83
2365
2360
2355
30 31+50 33 +50+50 3432+50
AT PROP THALWEG
EXST GROUND
35+50 SEE SHEET 11STA 35+00 -MUD-MATCHLINE SEE SHEET 9STA 30+00 -MUD-MATCHLINESEE SHEET 9MATCHLINE STA 30+00 -MUD-2370
2375
2350
32
2340
2335
2330
2345
2350
2325
-MUD-
02 03+50
03 04+50SEE SHEET 92+00 -UT2-MATCHLINE STA3+00 -UT2-MATCHLINE STA2350
2355
2330
2335
2340
-UT2-
-UT2-SEE SHEET 11MATCHLINE STA 35+00 -MUD-ELEV 2352.27
STA 31+81 -MUD-
START RESTORATION
AT PROP THALWEG
EXST GROUND
PROP THALWEG
PROP THALWEG
PROP THALWEG
AT PROP THALWEG
EXST GROUND
AT PROP THALWEG
EXST GROUND
PROP THALWEG
ELEV 2356.32
STA 2+19 -UT2-
START RESTORATION
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET 172+00 -UT2-MATCHLINE STA0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
BLUESTAR LANDCO LLC
PIN 9546110101 DOCKSOIL PATHSOIL PATH-MUD-31+0032+00 -MUD-33+00 -MUD-STA 31+81 -MUD-
START RESTORATION
END PRESEVATION
STA 32+95 -MUD-
STA 3+69 -UT2-
END RESTORATION 34+00 -MUD-3+00 -UT2-STA 2+19 -UT2-
START RESTORATION
END PRESERVATION
LOG CROSS VANE
CHANNEL BANKFULL
CHANNEL BANKFULL
CHANNEL BANKFULL
LOG CROSS VANE (TYP)
SILL STEP (TYP)
(TYP)
STEP POOL
LOG CROSS VANE (TYP)
(TYP)
SILL STEP
(TYP)
STEP POOL
TREATMENT
MARSH
2323
23252326232723282328
2328 23292329232923302330
2330 23302330
2330 233023302 3 3 12331
233123322332233223322
3332333
23332334233423342334
233523352335233523352335233623362336233623372337
2338233823382339
2339233923392339234023402340
234023402341
2341234123422342234223422343
234323432 3 4 423
442345
2 3 4 5
23452345234523462
3
4
6
23462347234723482348234823492349234923502350 235023502350235023512
3
5
1
23512352
23522352
23522353235323532354
23542354
23542355235523552355
235523552356235623562357
2357235723572358 23582358
235823582358
2359235923592359235923592359
2360236023602360236023602360
2360236023602360
23602361236123612361
23622
36223632364
2365236523662
3
6
7
2
3
6
8
2370
23752
3
7
6
2
3
7
72380
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNDATE:
NAD 83
SEE SHEET 10MATCHLINE STA 35+00 -MUD-SEE SHEET 12
M ATCHLINE STA 40+00 -M UD-
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 11
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_11.dgnjharvey2325
2320
2315
35 36+50 +50
2320
2315
2310
+50 3937+50
AT PROP THALWEG
EXST GROUND
40+50 SEE SHEET 12STA 40+00 -MUD-MATCHLINE SEE SHEET 10MATCHLINE STA 35+00 -MUD-381819+50SEE SHEET MATCHLINE STA 18+00 -UT1-2310
2345
2340
2335
2330
2355
2350
2335
2330
2325
2350
2345
2340
2305
2360
2355
-MUD--UT1-SEE SHEET 16STA 17+75 -UT1-MATCHLINE+75
ELEV 2313.33
STA 18+60 -UT1-
END RESTORATION
AT PROP THALWEG
EXST GROUND
PROP THALWEG
PROP THALWEG
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
DAM REMOVAL GRADING
SEE SHEET 03B FOR
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
BRIDGE
ELEV =2
3
6
0.9
3E =9
4
1
7
9
6.7
7
1N =5
6
2
4
8
1.
4
1
9CONCRETE MONUMENT15" CM
PSOIL PATHS
OIL P
AT
H
36+00 -MUD--MUD-37+00STA 38+44 -MUD-
STA 18+50 -UT1-
END RESTORATION 39+00 -MUD-1 7 +0 0 -UT1 --MUD-38+00CHANNEL BANKFULL
CHANNEL BANKFULL BANKFULLCHANNELSTEP POOL (TYP)
VANE (TYP)
LOG CROSS
LOG CROSS VANE (TYP)
STEP POOL (TYP)
SILL STEP (TYP)
VANE (TYP)
LOG CROSS
SILL STEP (TYP)STEP POOL (TYP)
REMOVE
22852
28622872287
2287
2288
22882288
2289228922902290
22902290
2291
2291229122912292
22922292229222922292
2293
22932293229322932293
2294
2294
22942295
2295
2295
2295229522952296
22962296
2296
22972297229722972298
2298
2298
2298229822992299
2299
22992300230023002300
2300 23002300 23002300
2300
2301
2301
2301230223022302
2302 23032303
230323032304
230423042304
2304
23042304 23052305
2305
230523052305230523052306
23062306230623072307
2307
23072308
2308
2308
230823082308 23082308 23092309
230923092310
231023102310 2310
2310
2310 23102310 23112311
23112311231223122312 231223132313
231323132314
2314
231423142315
2315
2
3
1
5
2315231523152316
2316
231623172317
23172317231823182
3
1
8
2318
2319
231923192320232023202320 2320
2320 23202321
2321
2321232223222322 23232323
2323232423242324
2325
2325
2
3
2
5
2325232523262326
23262327
232723282328
2328
2329
23302330
2330 23302331
2
3
3
2
2332
2333
2333
2333233423342335
233523352336 2336
23372338
23392339
2340
2340 23402341 23422343234423452345234623462347234723482349
2
3
5
0 23502351 23522353235323542 3 5 5
2355
2 3 5 6
2
3
5
7
235823592360
2362
2364 236523652366236923702371237223732374 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 12
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_12.dgnjharveyNAD 832315
2310
2305
40 41+50 43
AT PROP THALWEG
EXST GROUND
+50SEE SHEET 11MATCHLINE STA 40+00 -MUD-2320
2325
2300
-MUD-
2295
+50
2295
2290
2285
2300
2305
2280
44 +50 45SEE SHEET 11MATCHLINE STA 40+00 -MUD-PROP THALWEG
AT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
+50 42
ELEV 2294.56
STA 42+58 -MUD-
START PRESERVATION
END RESTORATION
+50
STA 44+87 -UT1-
END PRESERVATION
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9545371279
15
" CM
P
15" CMP15" HDPESOIL PATH
S OIL DRIVE
4 1 +0 0 -MUD-
STA 40+82 -MUD-
MUD CREEK
TIE TO HISTORIC
STA 42+58 -MUD-
START PRESERVATION
END RESTORATION
STA 44+87 -MUD-
END PRESERVATION
42+00 -MUD-44+00 -MUD-43+00 -MUD-CHANNEL BANKFULL
(TYP)
STEP POOL
LOG CROSS VANE (TYP)
REMOVE
RETAIN
23972397
239823992400
24002401
24012
4
0
2
24022402 24032403240424042404
2
4
0
5240
5240524052406
24062407
24072408
24082409
240924092410
2410
2410
2410241024112411
24112
4
1
2
2412241224132413
2413241324142414
241424142415
2415
2415
24152415241524162416
2416241624172417
241724172418
2418
2418241824192419
241924192420
24202420
2420
2420242024202421
2421
242124212422
2422
242224222423
2423
242324232
4
2
4
2424
242424242425
2425
2425
2425
24252425242524252426
2426
2426
242624262427
2427
2427
242724272428
2428
2428242824282429
2429
242924292430
2430
2430
2430
24302430243024302431
2431
2431243124312432
2432
2432243224322433
2433
2433243324332434
2434
2434243424342435
24352435
2435
2435243524352435243524362436
243624362437
2437
243724372438
2438
243824382
4
3
9
2439
2439
2439243924402440
2440
2440
244024402440244024402441
2441
244124412442
2442
244224422443
2443
244324432444
2444
244424442445
2445
2445
2445
2445
2445244524452446
2446
2446
244624462447
2447
2447
244724472448
2448
2448
244824482449
2449
2449
244924492450
2450
2450
2450
2450245024502451
2451
2451
245124512452
2452
245224522453
2453
245324532454
2454
245424542455
24552455
2455245524552456
2456
245624562457
2457
245724572458
2458
245824582459
245924592460
2460
24602460246024602461
246124612462
246224622463
246324632464
246424642465
2465
2465246524652466
24662467
24672468
24682469
246924692470
2470
2470247024702471
247124712472
247224722473
247324732474
247424742475
24752475247524752476
247624762477
247724772478
247824782479
24792480
2480248024812482248324842485248524862487248824892490249024912492249324942495249524962497249824992500250125022503250525102515252025252530AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 13
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_13.dgnjharveyNAD 83
2425
2420
2415
0 01+50 03 +50+50 0402+50
AT PROP THALWEG
EXST GROUND
05+50
SEE SHEET 14
MATCHLINE STA 5+00 -UT1-
2410
2430
2435
-UT1-
+50
2400
2395
2390
2385
2405
2410
SEE SHEET 14MATCHLINE STA 5+00 -UT1-STA 0+00 -UT1-
START PRESERVATION
AT PROP THALWEG
EXST GROUND
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
0+00
-UT1
-1+00 -UT1-STA 0+00 -UT1-
START PRESERVATION
2+00 -UT1-3+00 -UT1-4+00 -UT1-
23672369237023712372
2372
2372
2372
23722373
237323
74
23742375
23752375237523762376
23762376
2377
237723772378
237823782379
2379
237923802380
23802380238023802380
2380
2381
23812381238123822382
238223822382
2383
2383
238323832383238423842384
2384
2385
2385
2385
238523852385238523852385
2386
2386
238623862387
2387
238723872387
2388
238823882389
23892389239023902390
2390
2390239023912391
2391239123922392
23922393
2393
23932394
2
3
9
4
2394
23942395
2395
2395
2395
2395
239523952
3
9
6
2396
2396239623972397
2397239723982398
23982399
2399
2399240024002400
2400240024002401
2
4
0
1
2401
24012402
2
4
0
2
2402
2402240224032403
240324032
4
0
4
24042405
24052405
2405
240524052406
2406
2406240724072407
24072408
24082409
2409240924102410
2410
241024102411
24112412
24122413
24132
4
14 2415
2415241524162420242624272428AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 14
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_14.dgnjharveyNAD 832380
2375
2370
05 06+50 08 +50+50 0907+50
AT PROP THALWEG
EXST GROUND
10+50
S
E
E
S
H
E
E
T 15MA
T
C
H
LI
N
E
S
T
A 10
+00 -
U
T1-SEE SHEET 13MATCHLINE STA 5+00 -UT1--UT1-
2365
2390
2385
09
2370
2365
2360
2355
2380
2375
SEE SHEET 13MATCHLINE STA 5+00 -UT1-SEE SHEET 15MATCHLINE STA 10+00 -UT1-ELEV 2380.15
STA 6+41 -UT1-
START ENHANCEMENT 1
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
AT PROP THALWEG
EXST GROUND
PROP THALWEG
PROP THALWEG
01+500
2360
2365
2370
2375
2380
2385
-UT3-
STA 0+96 -UT3-
END PRESERVATION
STA 0+00 -UT3-
BEGIN PRESERVATION
AT PROP THALWEG
EXST GROUND
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
S
OI
L PATHSOIL PATH6+00 -UT1-STA 6+41 -UT1-
START ENHANCEMENT I
END PRESERVATION
STA 9+19-UT1-
START RESTORATION
END ENHANCEMENT I
STA 8+95 -UT1-
STA 0+92 -UT3-
END PRESERVATION
STA 0+00 -UT3-
START PRESERVATION7+00 -UT1-8+00 -UT1-9+00 -UT1-0+00 -UT3-CHANNEL BANKFULL
CHANNEL BANKFULL
(TYP)
STEP POOL
SILL STEP (TYP)
VANE (TYP)
LOG CROSS
TREATMENT
MARSH
2
3
3
4
2
33
6
2
3
3
6
2
3
3
6
2
3
4
0
2
34
0 2340234023402
3
4
0234023412
3
42
234223432344
23442345
2345
2345
2345234623462
3
4
6
2
3
4
6
2
3
4
6
2
3
4
62346 23462
3
4
6
2
34
62
3
4
6
2
3
4
6
2347
23472
3
4
8
2348
23482349
2349234923
5
0
2350
2350
235023512351 23522352 23
5
2
23532353
2353
2
3
5
4
2354
235523552355 2
3
5
5
2355
23562356
2356
235723572358
2358
2358
23582358235923592359
23592360236023602360
2
3
6
0
2360
23602360
2
36
023602
3
6
0
2361
236123612
3
6
2 23622362
236223622
3
6
3
2363236323632
3
6
4
2364
2364
236423
6
42364 2365
236523652365
2365
2365
236523652
36
6
2366
23662
36
623662
3
6
6
2367
2367
236723672
3
6
8 236823682368
23682
3
6
8
2
3
6
8
2
3
6
9
23692369
236923
6
9
23702370
2370
23702370
2370237023712371237223722373
23732373237423742375
23752375
237523752376
23762377
2377
23772378 2378237923792380 23802380
238123822383 238423842385
2385 23862387
23882389 23902390 23912392
2393 2395239623972398
2399
2400 24032404240524062407
24082411
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 15
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_15.dgnjharveyNAD 83S
EE
S
HEE
T
14MATCHLINE
S
TA
10
+
0
0 -UT1-SEE SHEET 16MATCHLINE STA 15+00 -UT1-2355
2350
2345
10 11+50 13 +50+50 1412+50
AT PROP THALWEG
EXST GROUND
+50 15SEE SHEET 14MATCHLINE STA 10+00 -UT1-2340
2360
2365
13
2340
2335
2330
2325
2345
2350
SEE SHEET 16MATCHLINE STA 15+00 -UT1-BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
AT PROP THALWEG
EXST GROUND
PROP THALWEG
PROP THALWEG
-UT1-
0 25'12.5'25'
SCALE: 1"=50'
50'
B LU ESTA R LA N D C O LLC
BLUESTAR LANDCO LLC
PIN 9546110101
D
OC
K SO
IL PA
T
H
SOIL PATHSOIL PATH
S
OIL P
AT
H
SOIL PATH
11+00 -UT1-12+00 -UT1-13+00 -UT1-14+00 -UT1-SILL STEP
BANKFULL
CHANNEL
LO G C RO SS V A N E (TY P)
(TYP)
STEP
POOL
LOG CROSS VANE (TYP)
(TYP)
SILL STEP
(TYP)
STEP POOL
PERMANENT CROSSING
TREATMENT
MARSH
MARSH TREATMENT
REMOVE
23282328
2
3
2
8 232923292330 23302330
23302330233023302
3
3
1
2331233123322332
2333
23332334
23342335
2335
233523352336
23362
3
3
62336 2337
23372338
2338 2339
23392340
2340
23402
3
4
0
2341
23412342 23432344
2345
2345
2346
2347 2348
23492350
2350
235123522354 2355235623572358
2359
2360
2360 23612361
2362
2362
23
62
2363
2365
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 16
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_16.dgnjharveyNAD 832330
2325
2320
15 16+50 +7517+50
AT PROP THALWEG
EXST GROUND
SEE SHEET 15MATCHLINE STA 15+00 -UT1-2315
2335
2340 SEE SHEET 11STA 17+75 -UT1-MATCHLINESEE SHEET 15MATCHLINE STA 15+00 -UT1-SEE
SHEET
10
MATCHL
INE
-UT1-SEE SHEET 11MATCHLINE STA 17+75 -UT1-2330
2325
2320
2315
2335
2340
+50
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
PROP THALWEG
0 25'12.5'25'
SCALE: 1"=50'
50'
15" CMP
BLUESTAR LANDCO LLC
PIN 9546110101
36+00 -MUD--MUD-37+0016+00 -UT1-17+00 -UT1-CHANNEL BANKFULL
BANKFULL
CHANNEL
LOG CROSS VANE (TYP)
STEP POOL (TYP)
23682370237023702370237123722372 23732373
23742374 23752375
23752376 23762376
237623762376237623762376237623762376
2377
23772378 237823792379
2380
2380 23802381
238123822383
23832384 2384238523852385
23852386238623872387 23882388238923892390239023902391239223932393239423952395239623972398239924002401 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PLAN/PROFILE 17
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_17.dgnjharveyNAD 83
2370
2365
2360
0 01+50 +5002+50
AT PROP THALWEG
EXST GROUND
2355
2375
2380
-UT2-
2370
2365
2360
2355
2375
2380
S
E
E S
HE
E
T 14
SEE SHEET
1
5
SEE SHEET 9SEE SHEET 10MATCHLINE STA 2+00 -UT2-SEE SHEET 10MATCHLINE STA 2+00 -UT2-STA 0+79 -UT2-
START PRESERVATION
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
-MUD-31+000+00 -UT2-1+00 -UT2-STA 0+77 -UT2-
START PRESERVATION
STA 0+00 -UT2-
PERMANENT CROSSING
TREATMENTMARSH
26872688
269026912695
2695269626992700
2700270027012702270327042704270527052705270527052706270627072707270727082708270827092709270927102710
2
7
10
2710271027112711
2711271227122712271227132713
271327142714
2714271527152715
271527152716271627172717271727182718271827192719271927202720
2720272027202721
27212722
27222723
27232724
2724272527252725
2725272527252726
27262727
27272728
272827292729
2729273027302730
2730273027312731
273127322732
2732273227332733
2733273327342734
2734273427352735
2 7 3 5
27352735273527362736
27362737
27372737
2738
27382738
2739
2739273927402740274027402740 27402741
274127422742
274227432743
274327442744274427452745
2745
274527452746
274627462747
2747274727482748
274827492749
274927502750
27502750275027512751
275127522752
275227532753
2753275427542754275527552755
2755275527562756275627572757275727582758275827592759275927602760
2 7 6 0
276027602761
27612762
27622763
276327642764
276427652765
2765
2765276527662766
276627672767
276727682768
276827692769
276927702770
27702770277027712771
277127722772
27722773
27732774
27742775
27752775
277527752776
27762777
27772778
27782779
277927802780
278027802781
27812782
27822783
27832784
2784278427852785
27852785278527862786
278627872787278827882789
278927902790
279027902791
27912792
27922793
27932794
279427952795
279527952796
279627962797
279727972798279927992800
280028002801
28012802280228032803280428042805280528052806280628072807280828082809280928102810281028112811281228122813281328142814281528152815 28162816281728182819282028222824282528262827282828292835 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNN
A
D
83SEE SHEET E5MATCHLINE STA 5+00 -MUD-BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E4
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E04.dgnjharvey0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATHSOIL PATH1+00 -MUD-2+00 -MUD-3+00 -MUD-4+00 -MUD-STA 0+00 -MUD-
START PRESEVATION
260826122613261426162620
26212622262326242625
2625262626272628262826292630
26302631263226332634263526352636263726382639 26402 6 4 0
26402640
2640 264126412641264226422642
2643
264326432644264426452645264526452645
2646
26462647264726472648264826492649265026502650
265026502650265126512651 265126522652265226532653 2653265326542654265426542655265526552655265526552656265626562656265726572657
26572657265826582658265926592
6
5
92660266026602660 2660
26602661
2661266126622662
266226632663
266326642664
266426652665
2665266526652665
2666
26662666
2667
26672667
2668
2668266826692669
2669267026702670 2670267026712671267126722672 267226732673
267326742674
26742674 26752675
2675
267526752675
2676
26762677
26772678
26782678
2679
26792679268026802680 268026802681
26812681 26822682268226832683
268326842684268426852685
2685
268526852685
2685 268626862686268726872687
2687 26882688
26882688 26892689
26892689 26902690
26902690269026902691
26912691 26922692
26922692269326932693
2694
26942694269526952695 26952695
2696
26962696
2697
26972697
2698
26982698
2699
2699269927002700 27002700
2701
2701
2702
2702
2703
2703
2704
2704 27052705
270627072708 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E5
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E05.dgnjharveyNAD 83SEE SHEET E6MATCHLINE STA 10+00 -MUD-SEE SHEET E4MATCHLINE STA 5+00 -MUD-BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
SOIL PATH SOIL PATH6+00 -MUD-7+00 -MUD-8+00 -MU D -9+00 -MUD-
2563256425652569257025702571
25722573
2574
25742575
257525752576
25762577
2577257725782578
25782579
2579258025802 5 8 0
258025802581
2581258225822583258325842584258425852585
2585
25852585258525862586258625872587
258725882
5
8
8
25882588258925892589258925902590
2590
2590259025902591259125912592
259225922593
259325932594
2594259425952595
25952595259525962596259625972597259725982598259825992599259925992600
2600
26002600260026002601
26012601
2602
260226022603
260326032604
2604260426052605
260526052605260526062606
26062606260726072607260726082608
2608260826092609 2609260926102610
2610 26102610261026112611
2611261126122612261226122613
261326132614
2614261426152 6 1 5
26152615261526152 6 1 6
261626162617
261726172618
261826182 6 1 9
26192619262026202620262026202620262126212621262226222622262326232624262426252625
2625262526252625262626262627262726282628262926292630263026302630263026312631263226322633263326342634263526352635263526362636263626372637 26372638 263826392639264026402640
26402641 264126422643264426452645
2 6 4 626472648
2649265026512652AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E6
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E06.dgnjharveyNAD 83SEE SHEET E7MATCHLINE STA 15+00 -MUD-SEE SHEET E5MATCHLI
NE STA 10+00
-MUD-
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
11+00 -MUD-12+00 -MUD-13+00 -MUD-14+00 -MUD-
2491249224932494249624992499250025012501250225022503250325042504250525052506250625072508250925102510251025112512251325142514251525152515251625162517251725182518251925192520252025202520252125212
5
2
2
2522252325232524
252425252
5
2
5
252525252525252625262527252725272528
25282528252825292529252925292530253025302530253025302531
2531253125322532
2532253225332533
2533253325342534
25342534253525352535253525352536253625372537253725382538253825392539253925402540
254025402540254125412541254225422542254325432543254425442544254425452545254525452546
25462547
254725482548254925492549255025502550255025502551255125522552255325532554255425552555255525552556255625562557255725582558255925592560256025602560256025612561256225622563256325632564256425642565256525652565256625662567
25672568256825692570257025702570257125712572257225732573257425742575257525762577257825802580AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E7
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E07.dgnjharveyNAD 83
SEE SHEET E8MATCHLINE STA 20+00 -MUD-S
E
E
S
HE
E
T
E
6MATCHLINE
S
T
A
15
+
0
0 -MUD-
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATHSOIL PATH16+00 -MUD-17+00 -MUD-18+00 -MUD-19+00 -MUD-REMOVE BUILDING
241724182420
2421
242224232424242524252 4 2 6
24272428242824292430 2430243024312431243224322433243324342434
2435
243524352435243624362437243724382438243924392440244024402441
24412442
244224422443
244324432444
24442445
2445244524452446
24462447
24472448
24482449244924502450245024502450
2451
245124512452245224522453245324532454245424542455
2455
24552455245524552456
245624562457
245724572458
245824582459
2459245924602460
24602460246024602461
246124612
4
6
2
246224622463246324632
46
4
2464246424642465
2465
2465246524652465246524652466
246624662
4
6
6
2467
24672467246724682468
24682469
24692
4
6
9
24692470
2470
247024702470247024702471
247124712 4 7 1
2472
247224722472247324732473247424742474247524752475247524752476247624762477247724772478247824782479247924792480248024802480248024812481248124822482248224832483248324842484248424852485248524852485248624862486248724872488248824892489248924902490249024902490
249024912491 24912492249224922493249324932494249424942495249524952495249524962496249724972497249824982498249925002500250025012501250225032504250525052506250725082509251025102511251225132514251525152516251725182519252025242525252625272530253125352536AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E8
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E08.dgnjharveyNAD 83
SEE SHEET E9MATCHLI
NE STA 25+00
-MUD-SEE SHEET E7MATCHLINE STA 20+00 -MUD-BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 954611010121+00 -MUD-22+00 -MUD-23+00 -MUD-24+00 -MUD-
2378237923792
3
8
0
23802
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0
2
3
8
0 238123812
3
8
2
238223822382238323842
3
8
4
2
3
8
4 238523852385238623862387238723882388238923892390239023902391239123922392239323932394
239423952395239523952396239623972397239823982399239923992
3
9
924002400
24002400240024002401
240124012402240224032403240324042404240424052405240524052405240624062406240724072407240824082408240924092409241024102410
24102410241024112411241124122412
241224132413
2413241324142414
2414241424152415241524152415241524162416
2416241624172417
2417241724182418
2418241824192419
24192419242024202420
2420
2420242024202
4
2
0
2421
242124212421
2422
242224222423
242324232424
242424242425
2425242524252425242524252426242624262427242724272428242824282429242924292430
24302430243024302431243124322432243324332434243424352435243524362437243824392440
244024402441
24412442
24422443
24432444
2444244524452446244724502460
24652469 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E9
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E09.dgnjharveyNAD 83
S
E
E
S
HE
E
T
E
8MATCHLINE
S
T
A
2
5
+
0
0 -MUD-
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E10MATCHLINE STA 30+00 -MUD-0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
SO
IL
PATH
26+00 -MUD-27+00 -MUD-28+00 -MUD-29+00 -MUD-PERMANENT CROSSING
233623372
3
3
8 233923402
3
4
0
23402341
234123422342
2343
234323442344 23442
3
4
4
2345
2345
2345234523462346 23462
3
4
6
2347
2 3 4 7
234723482348
234823482
3
4
8
2
3
4
8 23482
3
4
8 23492349234923492
3
4
9
235023502
3
5
0 2350
2
3
5
0
23502
3
5
0
2
3
5
0
2
3
5
0
2350 23502
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2
3
5
0
2351
2351
2351235223522
3
5
2
2
3
5
2
2
3
5
2
2352
235323532353
235423542354 2354
2355235523552355
2355
2355
2355
2
3
5
6
2 3 5 6
23562356 23562
3
5
6
235723572357
2357
235823582
3
5
8
2358
23592359
23592360236023602
3
6
0
2
3
6
0
2360
2360
2
3
6
0
2361
2361
236123612362
236223622363
236323632364
236423642
3
6
4
2365
2365
23652365236523652366
236623662
3
6
62367
236723672
3
6
8
236823682369
236923692370
2370237023702371
23712371237223722372237323732374237423742375
23752375237523752376237623772377237823782378
2379237923792379238023802380238123812381238223832383238423842385238523862387238723882389238923902390239023912392239323942395239523962397239823992400240024012402240324042405240624082409241024122413241424152416242024212422AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E10
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E10.dgnjharveyNAD 83
SEE SHEET E9STA 30+00 -MUD-MATCHLINEBARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E11MATCHLINE STA 35+00 -MUD-SEE SHEET E172+00 -UT2-MATCHLINE STA0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
BLUESTAR LANDCO LLC
PIN 9546110101 DOCKSOIL PATHSOIL PATH-MUD-31+0032+00 -MUD-33+00 -MUD-STA 31+81 -MUD-
START RESTORATION
END PRESEVATION
STA 32+95 -MUD-
STA 3+69 -UT2-
END RESTORATION 34+00 -MUD-3+00 -UT2-STA 2+19 -UT2-
START RESTORATION
END PRESERVATION
LOG CROSS VANE
CHANNEL BANKFULL
CHANNEL BANKFULL
CHANNEL BANKFULL
LOG CROSS VANE (TYP)
SILL STEP (TYP)
(TYP)
STEP POOL
LOG CROSS VANE (TYP)
(TYP)
SILL STEP
(TYP)
STEP POOL
TREATMENT
MARSH
2323
23252326232723282328
2328 23292329232923302330
2330 23302330
2330 233023302 3 3 12331
233123322332233223322
3332333
23332334233423342334
233523352335233523352335233623362336233623372337
2338233823382339
2339233923392339234023402340
234023402341
2341234123422342234223422343
234323432 3 4 423
442345
2 3 4 5
23452345234523462
3
4
6
23462347234723482348234823492349234923502350 235023502350235023512
3
5
1
23512352
23522352
23522353235323532354
23542354
23542355235523552355
235523552356235623562357
2357235723572358 23582358
235823582358
2359235923592359235923592359
2360236023602360236023602360
2360236023602360
2360236123612361
2361
23622
36223632364
2365236523662
3
6
7
2
3
6
8
2370
23752
3
7
6
2
3
7
72380 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNDATE:
NAD 83
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E11
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E10MATCHLINE STA 35+00 -MUD-SEE SHEET E16STA 17+75 -UT1-MATCHLINESEE SHEET E12
M ATCHLINE STA 40+00 -M UD-
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
BRIDGE
ELEV =2
3
6
0.9
3E =9
4
1
7
9
6.7
7
1N =5
6
2
4
8
1.4
1
9CONCRETE MONUMENT15" CM
PSOIL PATHS
OIL P
AT
H
36+00 -MUD--MUD-37+00STA 38+44 -MUD-
STA 18+50 -UT1-
END RESTORATION 39+00 -MUD-1 7 +0 0 -UT1 --MUD-38+00CHANNEL BANKFULL
CHANNEL BANKFULL BANKFULLCHANNELSTEP POOL (TYP)
VANE (TYP)
LOG CROSS
LOG CROSS VANE (TYP)
STEP POOL (TYP)
SILL STEP (TYP)
VANE (TYP)
LOG CROSS
SILL STEP (TYP)STEP POOL (TYP)
REMOVE
22852
28622872287
2287
2288
22882288
2289228922902290
22902290
2291
2291229122912292
22922292229222922292
2293
22932293229322932293
2294
2294
22942295
2295
2295
2295229522952296
22962296
2296
22972297229722972298
2298
2298
2298229822992299
2299
22992300230023002300
2300 23002300 2300
2300
2300
2301
2301
2301230223022302
2302 23032303
230323032304
230423042304
2304
23042304 23052305
2305
230523052305230523052306
23062306230623072307
2307
23072308
2308
2308
230823082308 23082308 23092309
230923092310
231023102310 23102310
2310 23102310 23112311
23112311231223122312 231223132313
231323132314
2314
231423142315
2315
2
3
1
5
2315231523152316
2316
231623172317
2317231723182
3
1
8
2318
2319
231923192320232023202320
2320 23202321
2321
2321232223222322 23232323
2323232423242324
2325
2325
2
3
2
5
2325232523262326
23262327
232723282328
2328
2329
23302330
2330 23302331
2
3
3
2
2332
2333
2333
2333233423342335
233523352336 2336
23372338
23392339
2340
2340 23402341 23422343234423452345234623462347234723482349
2
3
5
0 23502351 23522353235323542 3 5 5
2355
2 3 5 6
2
3
5
7
235823592360
2362
2364 23652365236623692370237123722373 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E12
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E12.dgnjharveyNAD 83BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E11MATCHLINE STA 40+00 -MUD-0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9545371279
15
" CM
P
15" CMP15" HDPESOIL PATH
S OIL DRIVE
4 1 +0 0 -MUD-
STA 40+82 -MUD-
MUD CREEK
TIE TO HISTORIC
STA 42+58 -MUD-
START PRESERVATION
END RESTORATION
STA 44+87 -MUD-
END PRESERVATION
42+00 -MUD-44+00 -MUD-43+00 -MUD-CHANNEL BANKFULL
(TYP)
STEP POOL
LOG CROSS VANE (TYP)
REMOVE
RETAIN
23972397
239823992400
24002401
24012
4
0
2
24022402 24032403240424042404
2
4
0
5240
5240524052406
24062407
24072408
24082409
240924092410
2410
2410
2410241024112411
24112
4
1
2
2412241224132413
2413241324142414
241424142415
2415
2415
24152415241524162416
2416241624172417
241724172418
2418
2418241824192419
241924192420
24202420
2420
2420242024202421
2421
242124212422
2422
242224222423
2423
242324232
4
2
4
2424
242424242425
2425
2425
2425
24252425242524252426
2426
2426
242624262427
2427
2427
242724272428
2428
2428242824282429
2429
242924292430
2430
2430
2430
24302430243024302431
2431
2431243124312432
2432
2432243224322433
2433
2433243324332434
2434
2434243424342435
24352435
2435
2435243524352435243524362436
243624362437
2437
243724372438
2438
243824382
4
3
9
2439
2439
2439243924402440
2440
2440
244024402440244024402441
2441
244124412442
2442
244224422443
2443
244324432444
2444
244424442445
2445
2445
2445
2445
2445244524452446
2446
2446
244624462447
2447
2447
244724472448
2448
2448
244824482449
2449
2449
244924492450
2450
2450
2450
2450245024502451
2451
2451
245124512452
2452
245224522453
2453
245324532454
2454
245424542455
24552455
2455245524552456
2456
245624562457
2457
245724572458
2458
245824582459
245924592460
2460
24602460246024602461
246124612462
246224622463
246324632464
246424642465
2465
2465246524652466
24662467
24672468
24682469
246924692470
2470
2470247024702471
247124712472
247224722473
247324732474
247424742475
24752475247524752476
247624762477
247724772478
247824782479
24792480
2480248024812482248324842485248524862487248824892490249024912492249324942495249524962497249824992500250125022503250525102515252025252530AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E13
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E13.dgnjharveyNAD 83
BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
SEE SHEET E14
MATCHLINE STA 5+00 -UT1-
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
0+00
-UT1
-1+00 -UT1-STA 0+00 -UT1-
START PRESERVATION
2+00 -UT1-3+00 -UT1-4+00 -UT1-
23672369237023712372
2372
2372
2372
23722373
23732
37
4
23742375
23752375237523762376
23762376
2377
237723772378
237823782379
2379
237923802380
23802380238023802380
2380
2381
23812381238123822382
238223822382
2383
2383
238323832383238423842384
2384
2385
2385
2385
238523852385238523852385
2386
2386
238623862387
2387
238723872387
2388
238823882389
23892389239023902390
2390
2390239023912391
2391239123922392
23922393
2393
23932394
2
3
9
4
2394
23942395
2395
2395
2395
2395
239523952
3
9
6
2396
2396239623972397
2397239723982398
23982399
2399
2399240024002400
2400240024002401
2
4
0
1
2401
24012402
2
4
0
2
2402
2402240224032403
240324032
4
0
42404
24042405
24052405
2405
240524052406
2406
24062407
2407
2407
240724082408
24082409
24092409241024102410
2410
241024102411
24112412
24122413
24132
4
14 2415
241524152416242024202422242324242426242624272428AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E14
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E14.dgnjharveyNAD 83BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E13MATCHLINE STA 5+00 -UT1-S
E
E
S
H
E
E
T
E15MA
T
C
H
LI
N
E
S
T
A 10
+00 -
U
T1-
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
S
OI
L
P
ATHSOIL PATH6+00 -UT1-STA 6+41 -UT1-
START ENHANCEMENT I
END PRESERVATION
STA 9+19-UT1-
START RESTORATION
END ENHANCEMENT I
STA 8+95 -UT1-
STA 0+92 -UT3-
END PRESERVATION
STA 0+00 -UT3-
START PRESERVATION7+00 -UT1-8+00 -UT1-9+00 -UT1-0+00 -UT3-CHANNEL BANKFULL
CHANNEL BANKFULL
(TYP)
STEP POOL
SILL STEP (TYP)
VANE (TYP)
LOG CROSS
TREATMENT
MARSH
23
34
2
3
3
623362336
2
3
4
0
2
3
4
0 2340234023402
3
4
0234023412
3
4
2
234223432344
23442345
2345
2345
2345234623462
3
4
6
2
3
4
6
2
3
4
623462346 23462
34
6
2
3
4
6
2
3
4
6
2
3
4
6
2347
23472
3
4
8
2348
23482349
234923492
3
5
0
2350
2350
235023512351 23522352
2
3
5
2
23532353
2353
2
3
5
4
2354
235523552355 2
3
5
5
2355
23562356
2356
235723572358
2358
2358
23582358235923592359
23592360236023602360
2
3
6
0
2360
23602360
2
3
6
0
23602
3
6
0
2361
236123612
36
223622362
236223622
3
632363236323632
3
6
4
2364
2364
23642
3
6
42364 2365
236523652365
2365
2365
236523652
3
6
6
2366
23662
3
6
6
236623
6
6
2367
2367
236723672
3
68 236823682368
23682
3
68
2
3
6
82
3
6
9
23692369
23692
3
6
9
23702370
2370
23702370
2370237023712371237223722373
23732373237423742375
23752375
237523752376
23762377
2377
23772378 2378237923792380 23802380
238123822383 238423842385
2385 23862387
23882389 23902390 23912392
2393 2395239623972398
2399
2400 24032404240524062407
24082411 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E15
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E15.dgnjharveyNAD 83BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
S
E
E
S
HE
ET E14MATCHLINE
S
TA
1
0
+
0
0 -UT
1-SEE SHEET E16MATCHLINE STA 15+00 -UT1-0 25'12.5'25'
SCALE: 1"=50'
50'
B LU ESTA R LA N D C O LLC
BLUESTAR LANDCO LLC
PIN 9546110101
D
OC
K SO
IL PA
T
H
SOIL PATHSOIL PATH
S
OIL P
AT
H
SOIL PATH
11+00 -UT1-12+00 -UT1-13+00 -UT1-14+00 -UT1-SILL STEP
BANKFULL
CHANNEL
LO G C RO SS V A N E (TY P)
(TYP)
STEP
POOL
LOG CROSS VANE (TYP)
(TYP)
SILL STEP
(TYP)
STEP POOL
PERMANENT CROSSING
TREATMENT
MARSH
MARSH TREATMENT
REMOVE
23282328
2
32
8 232923292330 23302330
23302330233023302
3
3
1
2331233123322332
2333
23332334
23342335
2335
233523352336
233623
3
62336 2337
23372338
2338 2339
23392340
2340
23402
3
4
0
2341
23412342 23432344
2345
2345
2346
2347 2348
23492350
2350
235123522354 2355235623572358
2359
2360
2360 23612361
2362
2362
2
36
2
2363
2365 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E16
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E16.dgnjharveyNAD 83BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
SEE
SHEET
E10
MATCHL
INE SEE SHEET E15MATCHLINE STA 15+00 -UT1-SEE SHEET E11STA 17+75 -UT1-MATCHLINE0 25'12.5'25'
SCALE: 1"=50'
50'
15" CMP
BLUESTAR LANDCO LLC
PIN 9546110101
36+00 -MUD--MUD-37+0016+00 -UT1-17+00 -UT1-CHANNEL BANKFULL
BANKFULL
CHANNEL
LOG CROSS VANE (TYP)
STEP POOL (TYP)
23682370237023702370237123722372 23732373
23742374 23752375
23752376 23762376
237623762376237623762376237623762376
2377
23772378 237823792379
2380
2380 23802381
238123822383
23832384 2384238523852385
23852386238623872387 23882388238923892390239023902391239223932393239423952395239623972398239924002401 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EROSION CONTROL E17
CAMP BLUE STAR STREAM RESTORATION SITE
HENDERSON 2019
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/13/2019Blue Star_Rdy_psh_E17.dgnjharveyNAD 83
SEE SHEET E9BARE EARTH DATA
NC FLOODPLAIN MAPPING
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDESEE SHEET E10MATCHLINE STA 2+00 -UT2-S
E
E S
HE
E
T
E14
SEE SHEET E1
5
0 25'12.5'25'
SCALE: 1"=50'
50'
BLUESTAR LANDCO LLC
BLUESTAR LANDCO LLC
PIN 9546110101
SOIL PATH
-MUD-31+000+00 -UT2-1+00 -UT2-STA 0+77 -UT2-
START PRESERVATION
STA 0+00 -UT2-
PERMANENT CROSSING
TREATMENTMARSH