20081473 Ver 1_RBMBI_20080922

? ? ? Kimley-Horn
and Associates, Inc.
September 19, 2008
Mr. Eric Kulz and Ms. Amy Chapman
NC Division of Water Quality
2321 Crabtree Blvd.
Suite 250
Raleigh, North Carolina 27604
Re: Neuse Riparian Buffer Umbrella Mitigation Bank
Jones, Johnson, and Wayne Counties, North Carolina
Dear Ms. Chapman and Mr. Kulz:
On behalf of our client, EBX Neuse I, LLC, we are submitting the enclosed
Prospectus and Riparian Buffer Mitigation Banking Instrument (RBMBI) for
your review and approval. The buffer mitigation credit requested is based on
previously constructed stream restoration as part of the Neu-Con Wetland and
Stream Mitigation Bank. No buffer mitigation credit had been sought originally,
since EBX was not certain at that time that such credit could be sought in
association with stream restoration credit. Accordingly, EBX is requesting that
mitigation credit be extended for the above Sites for sale per the conditions of the
attached RBMBI.
If there is any additional information you need or any way we can assist in
expediting the processing of this application, please do not hesitate to contact me
at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Todd( Sit. Jo PE
Attachments:
RBMBI
Prospectus
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P.0 Box 33068
Raleigh, North Carolina
27636-3068
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TEL [phone]
FAX [phone]
(Version 1.0 September, 2008)
AGREEMENT TO ESTABLISH THE EBX NEUSE RIPARIAN BUFFER UMBRELLA
MITIGATION BANK
IN JOHNSTON, WAYNE, AND JONES COUNTIES, NORTH CAROLINA
This EBX Neuse Riparian Buffer Umbrella Mitigation Banking Instrument (RBMBI) is made
and entered into on the _ day of , 200_, by EBX Neuse I, LLC, hereinafter
Sponsor, and the North Carolina Division of Water Quality (NCDWQ).
WHEREAS the purpose of this Agreement is to establish the EBX Neuse Riparian Buffer
Umbrella Mitigation Bank (Bank) providing compensatory mitigation for unavoidable riparian
buffer impacts separately authorized by Authorizations or Variances to impact Riparian Buffers
in appropriate circumstances (15A NCAC 2B .0200);
WHEREAS the Sponsor currently controls through the purchase and recording of a
permanent conservation easement, certain parcels of land as described in the Neu-Con Wetland
and Stream Umbrella Mitigation Banking Instrument (Neu-Con MBI), the RBMBI Prospectus
and in the Neu-Con Wetland and Stream Umbrella Mitigation Bank Restoration Plans
(Restoration Plans) that are located in the Neuse Basin in Johnston, Wayne, and Jones Counties,
North Carolina (Appendix A), and as shown in Figures 1 through 4 of the RBMBI Prospectus;
WHEREAS NCDWQ agrees that the Bank site is a suitable riparian buffer mitigation bank
site, and that implementation of the plans as described in the Restoration Plans is likely to result
in restored and protected riparian buffers at the Bank site;
WHERAS the Sponsor may acquire additional buffer mitigation sites in the Neuse River Basin
and submit each such site to NCDWQ for review and approval for inclusion in the Bank;
THEREFORE, it is mutually agreed between the parties to this Agreement that the following
provisions are adopted and will be implemented upon execution of this RBMBI.
General Provisions
1. The goal of the Bank is to restore, enhance, and preserve stream systems with the adjacent
riparian buffers and their functions and values to compensate in appropriate circumstances for
unavoidable stream buffer impacts authorized by 15A NCAC 2B 0.233 in circumstances deemed
appropriate by NCDWQ.
2. Use of credits from the Bank to offset riparian buffer impacts authorized by 15A NCAC
2B 0.233. Approvals must be in compliance with said Rules.
3. NCDWQ shall make final decisions concerning the amount and type of compensatory
mitigation to be required for authorized riparian buffer impacts, and whether or not the use of
credits from the Bank is appropriate to offset those impacts.
(Version 1.0 September, 2008)
4. The initial Bank sites have previously been restored and are protected by permanent
conservation easements. A more detailed description of the baseline conditions of the initial
sites is contained in the Monitoring Plans in Appendix A.
5. A Restoration Plan for each proposed additional site shall be submitted to NCDWQ for
review and approval prior to each such additional site being inclused in the Bank, and such
submittals shall include a site-specific Monitoring Plan.
6. The Sponsor shall perform the work described in each site specific Monitoring Plan until
success criteria have been met.
7. The Sponsor shall monitor the Bank sites as described in the Monitoring (or Restoration)
Plans, until such time as the NCDWQ determines that the success criteria of a density of 320
trees per acre after five years have been met. The monitoring period shall be a minimum of five
years.
8. The Sponsor is responsible for assuring the success of the restoration, enhancement and
preservation activities at the Bank site, and for the overall operation and management of the
Bank.
9. The Sponsor shall provide to NCDWQ the annual reports as described in the RBMBI
Prospectus (Appendix A).
10. NCDWQ shall review said annual reports, and may, at any time, after consultation with
the Sponsor, request the Sponsor to take remedial action at a Bank site designed to achieve the
specified success criteria.
11. The Sponsor shall implement any remedial measures necessary to achieve the specified
success criteria. In the event the Sponsor determines that remedial action may be necessary, it
shall provide notice of such proposed remedial action to NCDWQ. No remedial actions shall be
taken without the concurrence of NCDWQ.
12. NCDWQ shall be allowed reasonable access to the Bank sites for the purposes of
inspection of the Sites and compliance monitoring activities. The Sponsor shall be notified 48
hours in advance of any such NCDWQ inspection.
Use of Miti!ation Credits
13. The Geographical Service Area ( GSA ) is the designated area wherein a bank can
reasonably be expected to provide appropriate compensation for impacts to wetland or other
aquatic resources. The GSA for this Bank shall include the Neuse River Basin Hydrologic
Units 03020201, 03020203, 03020204, provided however, that in addition to the GSA described
above, credits from the Bank may be used to offset any buffer impacts in North Carolina where
(Version 1.0 September, 2008)
the location of the impacts are further from the estuary in the Neuse Basin than the location of
the mitigation generating the credits. Use of credits from the Bank to compensate for impacts
beyond the GSA may be considered by NCDWQ.
14. The buffer mitigation credits generated by the initial Bank sites shall be as specified in
Table 1, below.
TABLE 1
Zone 1 (sq ft) Zone 2 (sq ft) Total (sq ft) Total (acres)
Nahunta 375,960 237,993 613,953 14.1
Marston 227,298 121,406 348,704 8.0
Westbrook 226,156 131,262 357,418 8.2
Total 829,414 490,661 1,320,075 30.3
15. It is anticipated by the parties to this Agreement that use of mitigation credits shall be
"in-kind;" that is, that riparian buffer credits will be used to offset riparian buffer impacts.
16. Riparian buffer mitigation requirements and riparian buffer mitigation credits will be
determined according to the procedures 15A NCAC 2B 0.233 and .0242. Buffer restoration and
buffer enhancement shall be defined per the Memorandum titled "NCDWQ Buffer
Interpretation/Clarification #2008-17, January 25, 2008".
17. Notwithstanding the above, all decisions concerning the appropriateness of using credits
from the Bank to offset impacts to riparian buffers shall be made by NCDWQ. Any necessary
notice to and consultation with NCDWQ for use of credits shall be through the riparian buffer
impact review process.
18. Twenty percent (20%) of the restoration credits for each Bank site shall be available for
sale immediately upon completion of all of the following:
a. Execution of this RBMBI by the Sponsor and NCDWQ;
b. Approval of the Restoration and Monitoring Plans by NCDWQ;
c. Delivery to NCDWQ of the financial assurance described in paragraph 24 of this
RBMBI;
d. Recordation of the preservation mechanism described in paragraph 23 of this RBMBI;
19. The Sponsor must complete the initial physical and biological improvements to each
Bank site pursuant to the Restoration Plans no later than the first full growing season following
(Version 1.0 September, 2008)
initial debiting of the Bank. The Sponsor shall provide a record drawing or as-built survey to
provide a record of the amount and nature of buffer restoration and enhancement completed.
20. Subject to the Sponsor's continued satisfactory completion of all required success criteria
and monitoring, additional buffer mitigation credits shall be available for sale by the Sponsor in
accordance with the schedule specified in Table 2, below:
Riparian Buffer Restoration and Enhancement Credit Release:
Table 2 - Credit Release Schedule

Task
Project Milestone % Credit
Available for
Sale

1 MBI and Prospectus Approved by NCDWQ, Conservation Easement or
Restrictive Covenants Recorded and Financial Assurance Provided to
NCDWQ
20
2 Mitigation Site Earthwork, Planting and Installation of Monitoring
Devices Completed 20
3 Approval of As-Built Report 10
4 Submit Monitoring Report #1 to NCDWQ (meets success criteria) 10
5 Submit Monitoring Report #2 to NCDWQ (meets success criteria) 10
6 Submit Monitoring Report #3 to NCDWQ (meets success criteria) 10
7 Submit Monitoring Report #4 to NCDWQ (meets success criteria) 10
8 Submit Monitoring Report #5 to NCDWQ (meets success criteria) 10
Total 100
21. Monitoring of the riparian buffer restoration and enhancement shall be based on the
CVS-EEP Protocol for Recording Vegetation Level 1-2 Plot Sampling Only Version 4.0, as
indicated in the Restoration and/or Monitoring Plans based on a success criteria of 320 trees per
acre after five years.
22. The Sponsor shall submit an annual ledger documenting buffer credit releases and debits
to NCDWQ for maintaining accurate records of credit transactions made from the Bank.
Accounting procedures shall include the generation of a report by the Sponsor showing credits
used each time they are debited from the Bank, which the Sponsor shall provide within 30 days
of the debit to NCDWQ. In addition, the Sponsor shall prepare an annual report, by the end of
each calendar-year, showing all credits used, and the balance of credits remaining to NCDWQ,
(Version 1.0 September, 2008)
until such time as all of the credits have been utilized, or this Agreement is otherwise terminated.
All reports shall identify credits debited and remaining by type of credit (e. g., riparian buffer),
and shall include for each reported debit the NCDWQ ID number for the Authorization for
which the credits were utilized.
Property Disposition
23. The Sponsor has recorded a Permanent Conservation Easement for each initial Bank site
in the County where each site is located. The Sponsor shall record similar easements for each
additional site approved for inclusion in the Bank.
Financial Assurances
24. The Sponsor will provide to NCDWQ financial assurances for the pre-construction
release of credits in the form of performance bonds or letters of credit. Such financial assurances
shall be in the amount of twenty percent of the credits anticipated to be generated for each site
multiplied by the NCEEP price for riparian buffer mitigation in the Neuse River Basin. Such
financial assurances shall be retired upon submittal of the as-built report for each site. For the
initial Sites of the Bank (Marston, Westbrook, and Nahunta), no financial assurances are required
as the Sties have completed or are in the monitoring period.
Miscellaneous
25. 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, drought,
hurricane, storm, flood, 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 NCDWQ 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. Such remedial action shall be taken by the Sponsor
only to the extent necessary and appropriate, as determined by NCDWQ.
26. No third party shall be deemed a beneficiary hereof or shall be entitled to seek
enforcement hereof.
(Version 1.0 September, 2008)
27. In the event any one or more of the provisions contained in this RBMBI 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 RBMBI shall be construed as if such invalid,
illegal or unenforceable provision had not been contained herein.
28. This RBMBI shall be governed by and construed in accordance with the laws of North
Carolina and the United States as appropriate.
29. The terms and conditions of this RBMBI shall be binding upon, and inure to the benefit
of the parties hereto and their respective successors.
30. All notices and required reports shall be sent by regular mail to each of the parties at their
respective addresses, provided below:
Sponsor:
Mr. Thomas Rinker
EBX Neuse I, LLC
10055 Red Run Boulevard, Suite 130
Owings Mills, MD 21117-5822
NCDWQ:
Ms. Coleen Sullins, Director
Division of Water Quality Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
(Version 1.0 September, 2008)
IN WITNESS WHEREOF, the parties hereto have executed this Agreement entitled
"Agreement To Establish The EBX Neuse Riparian Buffer Umbrella Mitigation Bank In
Johnston, Wayne, and Jones Counties, North Carolina":
Sponsor: EBX Neuse I, LLC
By:
Date:
North Carolina Division of Water Quality:
By: Date:
(Version 1.0 September, 2008)
List of Appendices
Appendix A: RBMBI Prospectus

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The EBX Neuse Riparian Buffer
Umbrella Mitigation Bank
Prospectus
Johnston, Wayne and Jones Counties, North Carolina
Prepared for:
EBX Neuse I, LLC
September 2008
©Kimley-Horn and Associates, Inc. 2008
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2 2008
wErLAHOS a?',a sTrER QUl f Y
?RMWAIER BRANL?i
EBX Neuse Rzpanan Buffer Umbrella Mitigation Bank, Jobnston, lFayne and Jones Counties, North Carolina
EBX NE USE 1 1

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Table of Contents
1.0 Introduction .......................................................................................................................... 3
2.0 Riparian Buffer Restoration and Available Credit ............................................................... 3
3.0 Service Area ......................................................................................................................... 5
4.0 Credit Tracking and Credit Release Schedule ..................................................................... 5
5.0 Success Criteria and Monitoring .......................................................................................... 6
List of Figures
Figures 1 through 4 Buffer Mitigation Areas
List of Appendices
Appendix A Most Recent Monitoring Reports
Appendix B Detailed Buffer Mitigation Credit Yield for Each Site
EBX Neuse Kipanan Buffer Umbrella Mitigation Bank, Johnston, Wayne and Jones Counties, North Carolina
EBX NE USE 1 2

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1.0 Introduction
In March 2000, EBX NEUSE I, LLC (Sponsor) received final approval for the Mitigation
Banking Instrument for the Neu-Con Wetland and Stream Umbrella Mitigation Bank in
Johnston, Wayne and Jones Counties, North Carolina. The Neu-Con Stream and Wetland
Mitigation Bank restored stream and wetlands to provide mitigation credits to NCDOT and other
entities with mitigation credits needed to compensate for unavoidable impacts to jurisdictional
streams within the Neuse River Basin (HUCs: Westbrook Site: 03020201, Marston Site:
03020204; and Nahunta Site: 03020203). The most recent monitoring reports included in
Appendix A of this Prospectus describe the methods, monitoring and success criteria for the
Neu-Con Wetland and Stream Umbrella Mitigation Bank. A significant amount of riparian
buffer was restored as part of the stream restoration and enhancement at the Westbrook,
Nahunta, and Marston sites of the Neu-Con Wetland and Stream Umbrella Mitigation Bank. The
Sponsor intends to establish the EBX Neuse Riparian Buffer Umbrella Mitgiation Bank (Bank)
to provide riparian buffer mitigation credits for sale to permittees that require Neuse riparian
buffer mitigation credits.
The rules for providing buffer mitigation in the Neuse basin are found in 15A NCAC 2B .0241.
Part (9) describes the requirements for riparian buffer restoration or enhancement for use as
mitigation credits. This document proposes to establish a method for establishing, accounting for
and debiting buffer mitigation credits at the Bank.
2.0 Riparian Buffer Restoration and Available Credit
As part of the site-specific stream restoration plans for the Westbrook, Nahaunta, and Marston
sites of the Neu-Con Wetland and Stream Umbrella Mitigation Bank, buffer restoration plans
were established and are described in the Monitoring Reports included in Appendix A. The
location of the buffer restoration areas and the means of restoring them are described in
Appendix A, and the detailed quantification of the credit yields are provided in Appendix B.
Figures 1 through 4 show the buffer restoration areas that are proposed to be used to provide
Neuse riparian buffer mitigation credits for the Bank.
For the purposes of this document, buffer restoration is defined as the planting of areas within 50
of the stream banks that contain less than 100, 5-inch DBH trees per acre at the densities and
species composition described in detail in the Monitoring Reports. The Zone 1 buffers have
been quantified by determining the area between the stream bank to a line 30 feet from the bank
and parallel to the bank as displayed in Figure 1. Zone 2 has been quantified by determining the
area between the line 30 foot line described above and a line 50 feet and parallel to the stream
bank. (As such, the Sponsor understands the total area within the easement boundary is larger
than the amount of mitigation credit where the easement extends beyond Zone 2.) The buffer
restoration areas were calculated based on the as-built drawings of the restored or enhanced
EBX Neuse Riparian Buffer Umbrella Mitigation Bank, Johnston, IYlayne and Jones Countie North Carolina
' EBX NE USE 1 3

streams. Also, in order to conservatively determine the amount of buffer mitigation credit that
was provided, 1998 aerial photography of pre-stream restoration conditions was used to
determine the amount of existing, forested buffer. Buffers surrounding the pre-restoration
reaches that appeared to have forest vegetation based on the aerial photography were considered
to be fully forested. The area of these fully forested buffers was calculated and subtracted from
' the post restoration Zone 1 and Zone 2 areas to determine the final buffer mitigation credit
amount requested for each reach. Additionally, all of the post-restoration areas that were
considered for buffer mitigation had to have minimum 50 foot restored buffer width from each
' stream bank.
The proposed buffer mitigation credit amounts are summarized in Table 1 below.
Table 1- Buffer Mitigation Credit Yield Summary

Riparian Buffer Mitigation Credit Yield - Nahunta Site
Zone 1 Zone 2
Square feet Acres Square feet Acres
375,960 8.63 2379993 5.46
Total Buffer Credit Yield
613,953 square feet 14.1 acres
Riparian Buffer Mitigation Credit Yield - Marston Site
Zone 1 Zone 2
Square feet Acres Square feet Acres
227,298 5.22 121,406 2.79
Total Buffer Credit Yield
348,704 square feet 8.0 acres
Riparian Buffer Mitigation Credit Yield - Westbrook Site
Zone 1 Zone 2
Square feet Acres Square feet Acres
226,1546 5.19 131,262 3.01
Total Buffer Credit Yield
357,418 square feet 8.2 acres
Total Credit Yield
1,320,075 square feet 30.3 acres
' The vegetation monitoring has established the current success status of the re-established buffers.
Both the Marston and Westbrook sites have met the success criteria of 320 trees per acres after
five years based on their fifth year of vegetation monitoring as required by 15A NCAC 2B .0241.
The Nahunta site is currently meeting the success criteria based on the third year monitoring
report. The most recent reports are contained in Appendix A.

EBX Neuse Riparian Buffer Umbrella Mitigation Bank, Johnston, ilayne and Jones Counties, North Carolina
' EBX NE USE 1 4

' In addition to the Westbrook, Nahunta, and Marston sites, the Sponsor may submit to NCDWQ
other Neuse buffer mitigation sites at a later date for approval and inclusion into the Bank.
3.0 Service Area
1
The service area requested for the Bank is for unavoidable buffer impacts (that require
mitigation) to protected Neuse riparian buffers within the Neuse River Basin, HUC 03020201,
03020203, and 03020204. These are the same service areas already approved for the existing
Neu-Con Wetland and Stream Umbrella Mitigation Bank. In addition to the GSA described
above, it is requested that credits from the Bank may be used to offset any buffer impacts in
North Carolina where the location of the impacts are further from the estuary in the Neuse Basin
than the location of the mitigation generating the credits.
4.0 Credit Tracking and Credit Release Schedule
The following is the proposed credit release schedule for the Bank:

Table 2 - Credit Release Schedule
% Credit
Task Project Milestone Available
for Sale
MBI and Prospectus Approved by NCDWQ,
1 Conservation Easement or Restrictive Covenants 20
Recorded and Financial Assurance Provided to
NCDWQ
2 Mitigation Site Earthwork, Planting and 20
Installation of Monitoring Devices Completed
3 Approval of As-Built Report 10
4 Submit Monitoring Report #1 to NCDWQ (meets 10
success criteria)
5 Submit Monitoring Report #2 to NCDWQ (meets 10
success criteria)
6 Submit Monitoring Report #3 to NCDWQ (meets 10
success criteria)
7 Submit Monitoring Report #4 to NCDWQ (meets 10
success criteria)
8 Submit Monitoring Report #5 to NCDWQ (meets 10
success criteria)
Total 100
EBX Neuse Bzparian Buffer Umhrella Mitigation Bank, ,Johnston, Wayne and Jones Counties, North Carolina
' EBX NF. USE 1 5

' Currently, the Nahunta site is completing its fourth year of vegetation monitoring, the Marston
and Westbrook sites have completed five years of monitoring. The monitoring reports in
' Appendix A include the as-built drawings that show the location of the restored buffers within
the protection areas. As described above, any existing buffers have been subtracted from the
restored buffer amounts on a reach by reach basis. The Sponsor requests that NCDWQ agree to
' the amount of credit provided as shown in Figures 1 through 4, summarized in Table 1. Once
NCDWQ agrees to the amount of available credit, the Sponsor will develop a ledger that
includes the initial amount of Zone 1 and Zone 2 buffer credit in units of square feet and provide
a copy to NCDWQ. When a permittee requests to purchase available credit from the Bank to
mitigate for unavoidable buffer impacts, the Sponsor will provide an acceptance letter to
NCDWQ indicating the amount of available credit in the Bank, the amount of credit provided to
' the permittee, and the amount of credit that will remain after the transaction. The Sponsor will
provide two copies of the letter for both the permittee's file and for the NCDWQ Bank file. Once
the permittee has acquired the credit, the Sponsor will send a letter to NCDWQ indicating that
' the credits have been debited, the amount of credit debited, and the amount of credit remaining in
the Bank.
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5.0 Success Criteria and Monitoring
' The Success Criteria and Monitoring requirements are provided in Appendix A. It is assumed
that the vegetation monitoring and success criteria applicable to the Neu-Con Wetland and
Stream Umbrella Mitigation Bank are acceptable for buffer mitigation purposes. The Sponsor
' will submit a separate Buffer Monitoring Report to NCDWQ at the end of each remaining
monitoring year for the Nahunta Site and for each of the five vegetation monitoring years for any
future, additional Bank sites. The buffer mitigation will be considered successful if, five years
' after the original planting date, there is an average of 320 tree species per acre.
F

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EBX Neuse Riparian Buffer Umbrella Mitigation Bank, Johnston, Wlayne and Jones Counties, North Carolina
' EBX NE USE 1 6
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EBX Neuse Riparian Buffer Umbrella Mitigation Bank, ,Johnston, Wayne and Jones Counties, North Carolina
EBX NF, USE 1 7

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Wayne County, North Carolina

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APPENDIX A - Most Recent Monitoring Reports for Each Site
C

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EBX Neuse Riparian Buffer Umbrella Mitigation Bank, Johnston, Wayne and Jones Counties, North Carolina
' EBX NE USE 1 8

Marston Mitigation Project
Jones County, North Carolina
Year 4 Monitoring Report
Prepared by
WK Dickson and Co., Inc.
3101 John Humphries Wynd
Raleigh, NC 27612
[phone]
And
Ecosystem & Land Trust Monitoring
PO Box 1492
3674 Pine Swamp Road
Sparta, NC 28675
November 2007
Prepared for
Environmental Banc and Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, NC 27606
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
Table of Contents
1.0 SUMMARY ...........................................................................................................................1
2.0 INTRODUCTION ................................................................................................................ . 2
2.1 Project ......................................................................................................................... .2
2.2 Project Purpose ........................................................................................................... . 5
2.3 Project History ............................................................................................................ .5
3.0 HYDROLOGY ..................................................................................................................... .5
3.1 Success Criteria ........................................................................................................... . 5
3.2 Description of Hydrologic Monitoring efforts ............................................................ . 5
3.3 Results of Hydrology Monitoring ............................................................................... . 7
3.3.1 Reference Data ................................................................................................. 10
3.3.2 Climate Data .................................................................................................... 10
3.4 Hydrologic Conclusions ............................................................................................ 13
4.0 VEGETATION .................................................................................................................... 13
4.1 Vegetation Success Criteria ....................................................................................... 13
4.2 Description of Species and Vegetation Monitoring ................................................... 13
4.3 Results of Vegetation Monitoring .............................................................................. 14
4.4 General Vegetation Observations .............................................................................. 14
4.5 Vegetation Conclusions ............................................................................................. 15
5.0 STR EAM MONITORING .................................................................................................. 15
5.1 Success Criteria .......................................................................................................... 15
5.2 Stream Morphology Monitoring Plan ........................................................................ 16
5.3 Stream Morphology Monitoring Results ................................................................... 16
5.3.1 Cross Sections .................................................................................................. 17
5.3.2 Longitudinal Profile ......................................................................................... 17
5.3.3 Hydrology ........................................................................................................ 17
5.4 BENTHIC MACROINVERTEBRATE SURVEY RESULTS ................................. 18
5.5 Stream Conclusions ................................................................................................... 18
6.0 OVERALL CONCLUSIONS AND RECOMMENDATIONS .......................................... 20
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Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
List of Figures
Figure 1. Vicinity Map ................................................................................................................... 3
Figure 2. USGS Map ..................................................................................................................... . 4
Figure 3. Site Plan ......................................................................................................................... . 6
Figure 4a. 2007 Marston Groundwater Gauges ............................................................................. . 8
Figure 4b. 2007 Marston Groundwater Gauges ............................................................................ . 9
Figure 5. 2007 Precipitation for Marston Site .............................................................................. 12
Figure 6. 2007 Drought Conditions Across North Carolina ......................................................... 12
Figure 7. Stream Problem Area Plan View .................................................................................. 19
List of Tables
Table 1. Project History and Schedule ........................................................................................... 5
Table 2. Hydrologic Monitoring Results ...................................................................................... 10
Table 3. Comparison of Normal Rainfall to Observed Rainfall for Jones County ....................... 11
Table 4. Planted Tree Species ...................................................................................................... 13
Table 5. 2007 Vegetation Monitoring Plot Species Composition ................................................ 14
Table 6. Volunteer Tree Species .................................................................................................. 14
Table 7. Stream Problem Areas .................................................................................................... 17
Table 8. Crest Gauge Data ............................................................................................................ 18
APPENDICES
Appendix A As-Built Survey
Appendix B Cross Section Data
Appendix C Gauge Data
Appendix D 2007 Site Photos
11
1
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4) '
1.0 SUMMARY
This Annual Report details the monitoring activities during the 2007 growing season on the '
Marston Mitigation Site. Construction of the site, including planting of trees, was completed in
March 2004. The 2007 data represent results from Year 4 of hydrologic and vegetation
monitoring for both wetlands and streams. ,
The design for the Marston property involved the restoration of a Coastal Plain small stream
swamp as described by Schafale and Weakley (1990). After construction, it was determined that '
6,416 feet of stream and 37.7 acres of wetland hydrology were restored. An additional 8.6 acres
of wetlands were enhanced on the northern end of the project. The As-Built survey is included as
Appendix A. This Annual Report presents the data from six hydrologic monitoring stations, eight '
vegetation monitoring stations, and stream monitoring, as required by the approved Mitigation
Plan for the site.
Three of the hydrologic stations at the site are equipped with manual groundwater gauges and '
three stations are equipped with automated gauges and a manual calibration gauge. Additionally,
the gauges are used as points from which photographs are taken over time. Based on field
observations in 2007, three of the six hydrology monitoring gauges met the hydrologic success '
criteria of a hydroperiod of at least 7 % of the growing season. Two additional gauges recorded
hydroperiods of at least 5 % of the growing season. The site reference wetland hydrology
monitoring gauge documented a 2 % hydroperiod. '
Weather station data from the Trenton Weather Station were used in conjunction with a manual
rain gauge located on the site to document precipitation amounts. The manual gauge is used to

validate observations made at the automated station. For the 2007 growing season rainfall was '
within normal limits early but dropped below normal for most of the latter part of the growing
season. The summer of 2007 has experienced an extreme drought over most of North Carolina.
Based on the groundwater gauge data at the project and reference sites over the first four years of '
the monitoring period, and the abnormal drought in 2007 conditions, it was concluded that the
site remains on track to achieve the hydrologic success criteria specified in the Mitigation Plan
for the site. '
This Annual Report documents vegetation survivability based on eight vegetation-monitoring
plots, as specified in the approved Mitigation Plan for the Marston site. Eight monitoring plots '
1/10cn of an acre in size were used to document survivability of the woody vegetation planted on
site.
The vegetation monitoring documented survival rates between 290 and 650 stems per acre. The '
site has previously met the initial vegetation survival criteria of 320 stems per acre surviving after
the third growing season, and it was concluded that the site remains on track to achieve the final

vegetative success criteria specified in the Mitigation Plan for the site. An area of concern is the '
lespedeza in Plot 3 that has grown back since last year's treatment. Continued mowing and
spraying herbicide on the 2 to 3 acre area will successfully manage this invasive species.
'
The restored stream channel has remained stable and is providing the intended habitat and
hydrologic functions. Four bankfull events were recorded during the year. All monitored cross-
sections show very little adjustment of stream dimension, and it was concluded that the site '
remains on track to achieve the stream success criteria specified in the Mitigation Plan.

November 2007
__
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
2.0 INTRODUCTION
' 2.1 PROJECT
Located in Jones County, the Marston Mitigation Site encompasses approximately 176 acres. It is
located approximately twelve miles west of the town of Trenton, North Carolina (Figure 1 and
' Figure 2). This project provides compensatory mitigation for stream and wetland impacts
associated within the resident hydrologic unit. The Marston Site is designed to restore a Coastal
Plain small stream swamp as described by Schafale and Weakley (1990). The Coastal Plain small
' stream swamp communities exist as the floodplains of small blackwater streams in which
separate fluvial features and associated vegetation are too small or poorly developed to
distinguish. Construction at the site was completed in February 2004, with 58 acres of vegetation
planted by March 2004. Groundwater, surface water, and rain gauges were functional beginning
March 15, 2004. The 2007 monitoring season represents Year 4 of monitoring for the site.
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Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4) '
2.2 PROJECT PURPOSE
Monitoring of the Marston Site is required to demonstrate successful mitigation based on the
criteria found in the Mitigation Plan for the site, the Neu-Con Umbrella Stream and Wetland
Mitigation Bank Instrument, and through a comparison to reference site conditions. Hydrologic,
vegetation, and stream monitoring are conducted on an annual basis. Success criteria must be met
for five consecutive years. This Annual Monitoring Report details the results of the monitoring
efforts for 2007 (Year 4) at the Marston Mitigation Site.
2.3 PROJECT HISTORY
Table 1. Project History and Schedule
Project History
December 2003 Approved Mitigation Plan
March 2004 Construction Completed
March 2004 Post-restoration Monitoring Begins
November 2004 1 st Annual Monitoring Report
November 2005 2nd Annual Monitoring Report
November 2006 3rd Annual Monitoring Report
November 2007 4th Annual Monitoring Report
November 2008 scheduled 5th Annual Monitoring Report
3.0 HYDROLOGY
3.1 SUCCESS CRITERIA
As stated in the approved Mitigation Plan, the hydrologic success criterion for the site is to
restore the water table at the site so that it will remain within 12 inches of the soil surface for at
least 7 % of the growing season continuously (approximately 16 days). The day counts are based
on the growing season for Jones County, which is 232 days long, beginning on March 20 and
ending November 7, as calculated from National Weather Service Wetlands Determination
Tables (WETS) for Jones County. As specified in the approved Mitigation Plan, data are
collected from three automated and three manual groundwater gauges.
The Mitigation Plan further specified that in order for the hydrologic data to be considered
successful, it must demonstrate wetland conditions are present in normal or dryer than normal
conditions.
3.2 DESCRIPTION OF HYDROLOGIC MONITORING EFFORTS
Three manual groundwater gauges, three automated groundwater gauges, and one rain gauge
were installed prior to the beginning of the first growing season to monitor groundwater (Figure
3). An automated reference well was installed in April shortly after the growing season
November 2007

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Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4) '
began. Groundwater gauges, both manual and automated, were installed to a minimum depth of at
least 40 inches below the ground surface. The monitoring protocol for the site specifies that
automated monitoring stations will be downloaded and checked for malfunctions on a monthly '
basis. During monthly site visits, manual groundwater gauges are read and rainfall totals are
collected from the on-site rain gauge. During the 2007 growing season, all of the automated
loggers performed well and no periods of missing data were encountered. '
Automated Gauges
Automated groundwater gauges record water table elevations twice daily at 08:00 and 20:00.

These automatic gauges employ pressure sensors that record water elevation above the bottom of '
the sensor (with atmospheric pressure compensation). Immediately adjacent to each automatic
gauge is a manual calibration gauge. The calibration water table depth is recorded at monthly
downloads. To determine wetland hydroperiods, the automatically recorded data are compared to
the calibration data to determine a standard correction factor between the calibration gauge and
the automatic gauge for each location. The standard correction factor is applied to correct daily
readings. The corrected daily readings are then used to determine wetland hydroperiods. ,
Manual Gauges
Water table depths are recorded monthly in manual groundwater gauges. To calculate wetland '
hydroperiods, interpolations are made between monthly readings by correlating twice daily
automatic gauge readings. Each manual gauge is correlated to an automatic gauge based on
proximity, landscape position, and the relationship of their groundwater depth readings (i.e. if
their readings are separated by a consistent value). Once the appropriate automatic gauge has
been selected, a correction factor is calculated for each monthly gauge reading. A daily rate of
change between monthly correction factors is calculated to determine the daily correction factor.

The daily correction factor is then applied to the automatic gauge readings to calculate an ,
estimated daily water table depth for the manual gauge. These daily readings are used to
determine wetland hydroperiods. ,
Data Interpretation
Wetland hydroperiods are calculated from twice daily water table depth elevations. A
hydroperiod is calculated if the water table is equal to or less than -12 inches below ground
'
surface for at least 24 hours. If a gauge falls below -12 inches for two consecutive readings (24
hours) then the hydroperiod ends at the last reading within -12 inches. If a gauge falls below -12
inches for only one reading then maintains a reading above -12 inches for a minimum of 24 hours '
then the hydroperiod is calculated continuously. This methodology accounts for minor technical
malfunctions experienced by the automatic gauges.
3 RESULTS OF HYDROLOGY MONITORING
3
.
The following hydroperiod statistics were calculated for each monitoring station during the
growing season: 1) most consecutive days that the water table was within twelve inches of the '
surface; 2) cumulative number of days that the water table was within twelve inches of the soil
surface; and 3) number of times that the water table rose to within twelve inches of the soil
surface (Table 2). Depth to groundwater for each of the monitoring gauges is shown in a graph
with precipitation (Figure 4). This graph demonstrates the reaction at each monitoring location of
the groundwater level to specific rainfall events. Raw hydrograph data collected from the
monitoring gauges is provided in Appendix C. '
The site was designed to function as a riparian wetland system with associated wet flats.
Hydrology in the riparian areas is driven primarily by groundwater discharge and over bank '
7 November 2007

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Annual Monitoring Report for 2007 (Year 4)
flooding, while precipitation is the primary hydrologic influence in wet flat areas. Model
simulations performed during the design phase of the project indicate that the entire site would
range from slightly higher than the minimum wetland criteria of 5 % to more saturated areas that
would exceed 12.5 %. The data collected for 2007 growing season for this site indicate it is
performing as described in the Mitigation Plan, with varying degrees of wetness documented.
Table 2. Hydrologic Monitoring Results
2007 Max H d ro eriod (Growing Season 20-Mar through 7-Nov, 232 days)
Consecutive Cumulative

Gauge

Days Percent of

growing
Season

Days Percent of

growing
Season
Occurrences
AW1 9 4 31 13 7
AW2 16 7 35 15 5
AW3 13 6 36 16 5
MW I 18 8 45 19 8
MW2 16 7 35 15 7
MW3 11 5 27 12 3
Webb Reference 4 2 6 3 2
Because of the severe drought during the summer of 2007 the monitoring data shows the site has
remained dry for extended periods. Three gauges met the specified criteria of a hydroperiod of at
least 7 % of the growing season. Two gauges recorded hyrdoperiods of at least 5 % of the
growing season. The gauge at the reference site documented a hydroperiod of 2 %. The reference
gauge was installed in April 2007 after the start of the growing season and after the target
hydrology was recorded for many of the on-site gauges. The longest cumulative saturation during
2007 was 18 days compared to 50 days recorded in 2006.
3.3.1 Reference Data
The approved Mitigation Plan provides that if the rainfall data for any given year during the
monitoring period is not normal, the reference wetland data can be accessed to determine if there
is a positive correlation between the performance of the restoration site and the natural hydrology
of the reference site.

The incomplete data from the Webb reference wetland groundwater gauge recorded a
hydroperiod of 2% of the 2007 growing season (Figure 4). The groundwater gauge data is found
' in Appendix C.
3.3.2 Climate Data
Comparisons of the 2007 monthly rainfall totals to historical precipitation for Jones County are
shown in Figure 5 and Table 3. Observed precipitation data were collected from an automated
weather station in Trenton and an on-site manual rain gauge. For the 2007 growing season on-site
' rainfall measurements correlate well with the Trenton gauge data but were generally below the
weather station data. The Trenton monthly rainfall amounts were lower than normal for the
months of July through October; within normal limits for March through June; and exceeded
normal limits in January. Monthly rainfall for data for November and December 2007 were not
available at the time this report was compiled.

10
November 2007

Marston Mitigation Site
'
Annual Monitoring Report for 2007 (Year 4)
Table 3. Comparison of Normal Rainfall to Observed Rainfall for Jones County
Normal Limits Accumulated

Month
Average
30
Percent
70
Percent Trenton
Precipitation On-Site
Precipitation
Average
Rainfall Deficit
January 4.77 3.74 5.72 6.34 --- 1.57
February 3.57 2.24 4.14 2.44 10.69 0.44
March 4.41 3.27 5.06 4.65 1.78 0.92
April 3.47 1.91 4.45 3.93 2.55 1.67
May 4.12 2.87 4.82 3.52 3.90 1.07
June 4.89 3.4 5.9 2.67 1.75 -1.15
July 6.22 4.55 7.41 3.79 5.45 -3.58
August 6.12 4.28 7.08 2.28 1.84 -7.42
September 5.51 2.99 6.74 1.89 2.60 -11.04
October 3.34 1.69 4.79 0.04 0.33 -14.34
November 2.93 2.17 3.74 1.14 2.84 -16.13
December 3.64 2.34 4.43 --- --- ---
Total 37.57 26.26 44.58 --- --- ---

0

The entire state of North Carolina experienced increasingly severe drought conditions throughout '
2007, with some areas experiencing the lowest average stream flows on record. The first signs of
drought began in February in the western part of the state. By early spring, abnormally dry
conditions had spread across the state, and the western edge of the state began to see "moderate" '
drought conditions. From late spring through the summer, conditions steadily worsened. By
August, 98% of North Carolina's land area was designated as being in either "severe", "extreme",
or "exceptional" drought. Additionally, lowest-ever average stream flows were recorded at 13 '
monitoring stations in August, including 9 in central North Carolina, 2 in the mountains, and 2 on
the coastal plain. Nearly the entire state was categorized as experiencing "extreme" drought in
September, with the southwest portion of the state categorized as experiencing "exceptional" '
drought. Figure 6 depicts the increasing severity of the drought throughout the year.
The Marston restoration site experienced drought conditions consistent with state-wide trends. '
The Trenton monitoring station, near the Marston site, received normal or above-normal
precipitation from January through May (Figure 5 and Table 3). From June through September,
precipitation levels fell below the normal range, varying from 2.22 to 3.84 inches below average.
The accumulated rainfall deficit - the difference between the long-term average and the observed '
monthly precipitation levels, aggregated monthly - began to develop in the summer months, and
from June through September, the deficit increased rapidly from -1.15 inches to -11.04 inches.
Persistent and worsening drought conditions severely impacted the wetland hydroperiods at the '
Marston restoration site.

I I

11 November 2007

Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
Figure 5. 2007 Precipitation for Marston Site
Figure 5. 2007 Precipitation for Marston Site
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- Trenton Monthly Rainfall - - Accumulated Rainfall Deficit
Figure 6. 2007 Drought Conditions Across North Carolina
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12 November 2007
1
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4) '
3.4 HYDROLOGIC CONCLUSIONS
Data collected from the groundwater monitoring gauges on the Marston Mitigation Site in 2007
indicate that three of the hydrology monitoring stations recorded hydroperiods of at least 7 % of
the growing season. Two additional gauges recorded hydroperiods of at least 5 % percent of the
growing season. The site reference wetland hydrology monitoring gauge recorded a hydroperiod
of 2 %. In monitoring Years 1 through 3, the gauges at the site recorded hydroperiods above 7%
of the growing season.
Trenton weather station rainfall data indicates that the 2007 growing season rainfall amounts
dropped below normal for most of the latter part of the growing season while the on-site rainfall
was normal to below normal except for January. The state climate office shows the Marston site
to be within a zone of extreme drought for portions of the growing season. Based on groundwater
gauge data at the project site and the reference site over the last four growing seasons and on the
drought conditions experienced in 2007, it was concluded that the site remains on track to achieve
the success criteria specified in the Mitigation Plan for the site.
4.0 VEGETATION
4.1 VEGETATION SUCCESS CRITERIA
The interim measure of vegetative success for the Marston Mitigation Plan will be survival of at
least 320 planted trees per acre at the end of Year 3 of the monitoring period. The mitigation site
was successful in meeting the interim success criteria. At the end of the Year 3 monitoring period
475 stems per acre were recorded. The final vegetative success criteria will be the survival of 260
planted trees per acre at the end of Year 5 of the monitoring period.
Up to 20 % of the site species composition may be comprised of volunteers. Remedial action
may be required should these (i.e. loblolly pine (Pinus taeda), red maple(Acer rubrum), sweet
gum (Liquidambar styraciua), etc.) present a problem and exceed 20 % composition.
4.2 DESCRIPTION OF SPECIES AND VEGETATION MONITORING
Eight plots were established on the Marston Mitigation Site, to monitor approximately 2 % of the
site. The vegetation monitoring plots were designed to be 1/10' of an acre in size. The plots
were randomly located and randomly oriented within the wetland restoration area.
Six tree species were planted in the Wetland Restoration Area (Table 4).
Table 4. Planted Tree Species
Common Name Scientific Name FAC Status
Swamp Tupelo Nyssa Mora OBL
Blackgum Nyssa sylvatica FAC
Overcup Oak Quercus lyrata OBL
Swamp Chestnut Oak Quercus michauxii FACW-
Coastal Willow Oak Quercus phellos FACW-
Bald Cypress Taxodium distichum OBL
All of the planted stems inside the plot were flagged with orange flagging and marked with a
three-foot tall piece of half inch PVC to mark them as the planted stems and to help in locating
13 November 2007
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11

Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
them in the future. Each stem is tagged with a numbered aluminum tag, though some tags have
been damaged by meadow voles.
4.3 RESULTS OF VEGETATION MONITORING
Trees within each plot are flagged in the field on a quarterly basis before the flags degrade. Flags
are utilized because they will not interfere with the growth of the tree. Volunteers are also
flagged during this process. The following tables present stem counts for each of the monitoring
stations.
Table 5. 2007 Vegetation Monitoring Plot Species Composition
Plot
Species M1 M2 M3 M4 M5 M6 M7 M8
Swamp Tupelo 0 0 0 26 0 0 0 16
Blackgum 5 44 13 0 12 2 3 0
Overcup Oak 3 6 4 1 11 3 9 0
Swamp Chestnut Oak 12 1 8 1 7 11 25 5
Coastal Willow Oak 19 1 3 2 1 14 5 2
Bald Cypress 26 4 1 24 1 2 0 22
Total 65 56 29 54 32 32 42 45
Stems/Acre 650 560 290 540 320 320 420 450
Average Stems/Acre: 444
Range of Stems/Acre: 290-650
Volunteer species will also be monitored throughout the five-year monitoring period.
Volunteer woody species were observed in most of the vegetation plots, but were deemed too
small to tally. Three woody volunteer species were found within in the Wetland Restoration Area
(Table 6). If these volunteers persist into next growing season, they will be flagged and added to
the overall stems per acre assessment of the site. Sweetgum (Liquidambar styraciua) is the
most common volunteer, though Red Maple (Acer rubrum) and Persimmon (Diospyros
virginiana) were also observed.
Table 6. Volunteer Tree Species
Common Name Scientific Name FAC Status
Sweetgum Liquidambar styraciua FAC+
Red Maple Acer rubrum FAC
Persimmon Diospyros virginiana FAC
4.4 GENERAL VEGETATION OBSERVATIONS
' Hydrophytic herbaceous vegetation is abundant onsite. Rush (Juncus effusus), spike-rush
(Eleocharis obtusa), climbing hempweed (Mikania scandens), tearthumb (Polygonum
sagittatum), boxseed (Ludwigia sp.), cat-tails (Typha sp.), and sedge (Carex sp.), all hydrophytic
herbaceous plants, are observed across the site, particularly in areas of periodic inundation. The
presence of these herbaceous wetland plants helps to confirm the presence of wetland hydrology
on the site.
14 November 2007
M
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
There are weedy species occurring on the site, though few seem to be posing any widespread
problems for the woody or herbaceous hydrophytic vegetation. The kudzu near Plots 7 and 8 no
longer poses a threat to the survival of the hydrophytic vegetation due to the mechanical removal
and herbicide application. The area around Plot 3 that had been invaded by Lespedeza was mown
and received an herbicide application. Invasives across the site will continue to be monitored and
treated if necessary.
Other than the aforementioned area, the other species are weedy annuals and pose very little
threat to survivability on site. Commonly seen weedy vegetation includes ragweed (Ambrosia
artemisiifolia), wild dill (Foeniculum vulgare), and morning glory (Ipomoea spp.). The kudzu
(Pueraria montana), lespedeza (Lespedeza cuneata), and any other threatening weedy vegetation
found in the future will be monitored.
It was observed that beaver activity in the upper reach has resulted in the loss of a number of
planted cypress trees. This continued activity will significantly impact survival of planted trees
within this area. Additionally, beaver activity could spread beyond this area and affect other
portions of the project.
4.5 VEGETATION CONCLUSIONS
The site was planted in nonriverine hardwoods and coastal plain swamp species in March 2004.
There were eight 1/10`h acre vegetation-monitoring plots established throughout the planting
areas. The site has met the minimum interim success criteria of 320 trees per acre by the end of
year three and is on tract to meet the final success criteria of 260 trees per acre by the end of year
five. Continued active management will be required within the area having sericea lespedeza to
achieve the final success criteria.
A supplemental planting area, which is approximated at 1.5 to 2.0 acres, was closely monitored
throughout this year. Plot 3, which is located within this area, was replanted entirely in 2006 with
two year old trees. They have had an acceptable survival rate. In fall 2007, the Lespedeza was
treated by mechanical mowing and an herbicide application that affects legume species
(Transline). The result of these combined treatments will be apparent in the spring of 2008, and
continued treatment may be necessary.
There are other small pockets of lespedeza that should be treated through out the site so that there
is not a repeat of the actions needed around Plot 3. The treatment on the off-site kudzu performed
throughout this year seems to have been successful at suppressing this invasive plant. Monitoring
of its presence will be continued.
5.0 STREAM MONITORING
5.1 SUCCESS CRITERIA
As stated in the approved Mitigation Plan, the stream restoration success criteria for the site
includes the following:
• Bankfull Events: Two bankfull flow events must be documented within the five-year
monitoring period.
• Cross-Sections: There should be little change in as-built cross sections. Cross sections
shall be classified using the Rosgen stream classification method and all monitored cross-
sections should fall within the quantitative parameters defined for "E" or "C" type
channels.
15 November 2007

1

Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
• Longitudinal Profiles: The longitudinal profiles should show that the bedform features
are remaining stable, e.g. they are not aggrading or degrading. Bedforms observed should
be consistent with those observed in "E" and "C" type channels.
• Photo Reference Stations: Photographs will be used to subjectively evaluate channel
aggradation or degradation, bank erosion, success of riparian vegetation and effectiveness
of erosion control measures.
• Benthic Macroinvertebrates: Sampling of benthic macroinvertebrates within the restored
stream channel shall be conducted for the first three years of post-restoration monitoring.
5.2 STREAM MORPHOLOGY MONITORING PLAN
' To document the stated success criteria, the following monitoring program was instituted
following construction completion on the Marston Site:
Bankfull Events: A crest gauge was installed on the site to document bankfull events. The gauge
' is checked each month, and records the highest out-of-bank flow event that occurred during the
past month. The gauge is located near stream station 60+50 (Figure 3).
' Cross Sections: Two permanent cross sections were installed per 1,000 linear feet of stream
restoration work, with one (1) of the locations being a riffle cross section and one (1) location
being a pool cross section. A total of 13 permanent cross sections were established across the
mitigation site. Each cross section was marked on both banks with permanent pins to establish the
exact transect used. Permanent cross section pins were surveyed and located relative to a common
benchmark to facilitate easy comparison of year-to-year data. The annual cross-section surveys
' include points measured at all breaks in slope, including top of bank, bankfull, inner berm, edge
of water, and thalweg. Riffle cross-sections are classified using the Rosgen stream classification
system. Permanent cross sections for 2007 (Year 4) were surveyed in August 2007.
' Longitudinal Profiles: A longitudinal profile will be completed in Years 1, 3, and 5. The profile
will be conducted for a length of restored channel at least 3,000 feet in length. Measurements will
include thalweg, water surface, inner berm, bankfull, and top of low bank. Each of these
measurements will be taken at the head of each feature, e.g. riffle, run, pool, and glide, and the
max pool depth. A common benchmark will be used each year to facilitate comparison of year-to-
year data.
Photo Reference Stations: Photographs are used to visually document restoration success. Nine
reference photo stations have been established across the Marston Site. Reference stations are
marked with wooden stakes and GPS coordinates have been determined for each location.
Reference photos are taken at least once per year. Reference photos are taken at each permanent
cross section from both stream banks. The survey tape is centered in the photographs of the bank,
and the water line is located in the lower edge of the frame with as much of the bank as possible
included in each photo. Structure photos of each grade control structure are also taken. A photo
log of the Marston site is included as Appendix D.
5.3 STREAM MORPHOLOGY MONITORING RESULTS
Photographs were taken throughout the monitoring season to document the evolution of the
restored stream channel (see Appendix D). Herbaceous vegetation is moderately dense along the
restored stream. The channel was dry during the latter part of the growing season, making it
difficult to take photographs of the stream channel itself. Pools have maintained a variety of
depths and habitat qualities, depending on the location and type of scour features (logs, root wads,
transplants, etc.). During the early portion of the growing season a consistent stream flow was
16 November 2007
Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
present during the monthly site visits. Submerged aquatic vegetation and abundant fish were
observed in the channel.
5.3.1 Cross Sections
Year 4 cross-section monitoring data for stream stability were collected during August 2007 and
compared to baseline data collected in March 2004 (Appendix B). All monitored cross sections
fell within the quantitative parameters defined for "E" or "C" type channels.
In-stream structures installed within the restored stream included constructed riffles, log vanes,
log weirs, and root wads. Visual observations of structures throughout the past growing season
have indicated that nearly all structures are functioning as designed. Two constructed riffles were
installed on the lower end of the project to step the restored stream down to the elevation of the
existing channel at the outlet of the project. Small localized areas of erosion were present but do
not present a problem to stream stability.
5.3.2 Longitudinal Profile
A longitudinal profile survey was not conducted in Year 4. The previous profile indicated there
has been very little adjustment to the stream profile or dimension since construction.
A stream walk was performed on March 29, 2007 and pictures were taken throughout the reach at
various stations and structures. No major problems were observed at that time. Marston is in the
fourth year of monitoring, therefore the stream banks are well vegetated and the stream is stable.
The stream flow was low and algae had begun to grow in several pools that had little water
movement. This is likely due to low rainfall in the early growing season.
A second stream walk was performed on August 13, 2007 and pictures were taken throughout the
reach at various stations and structures. Two small areas of concern were observed (Table 7).
One log-vane located at station 28+75 has been undercut and a small beaver dam has been
constructed near station 26+ 60 (Figure 7). These don't pose immediate problems but should be
observed in the future. No major problems were observed. Marston is in the fourth year of
monitoring, therefore the stream banks are well vegetated and the stream is stable. The stream
flow was absent during this late summer stream walk, but the upper reaches contained standing
water.
Table 7. Stream Areas ReouirinE Observation
Feature Issue Station Numbers Suspected Cause Photo Number
Lo -vane undercut 26+60 Unknown 1
Small beaver dam 28+75 Beaver activity 2
5.3.3 Hydrology
Four bankfull events were documented during site visits through the use of the on-site crest gauge
and visual evidence of out-of-bank flow (Table 8). The largest stream flow for Year 4
documented by the on-site crest gauge was a flow that occurred during June and was 1.6 feet
above the bankfull stage.
17 November 2007

Marston Mitigation Site
' Annual Monitoring Report for 2007 (Year 4)
Tahle R_ Crest Gauge Data

H

Month Recorded Crest Gauge
January ---
February 2.50
March 0.25
April 0.00
May 0.85
June 1.60
Jul 0.00
August 0.00
September 0.00
October ---
November ---
December ---
5.4 BENTHIC MACROINVERTEBRATE SURVEY RESULTS
Benthic macroinvertebrate sampling results were not available at the time this report was
' prepared. They will be provided at a later date.
5.5 STREAM CONCLUSIONS
The channel was dry during the latter part of the growing season, making it difficult to take
photographs of the stream channel itself. All potential problem areas are minor and localized.
No corrective actions are recommended at this time as the channel appears to be moving toward
' stability. All monitored cross sections fell within the quantitative parameters defined for "E" or
"C" type channels. Two small areas of concern were observed. One log-vane located at station
28+75 has been undercut and a small beaver dam has been constructed near station 26 + 60
' (Figure 6). These don't pose immediate problems but should be observed in the future. Four
bankfull events were documented during site visits through the use of the on site crest gauge and
visual evidence of out-of-bank flow. It was concluded that the site remains on track to achieve the
' stream success criteria specified in the Mitigation Plan for the site.

18 November 2007
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Marston Mitigation Site
Annual Monitoring Report for 2007 (Year 4)
6.0 OVERALL CONCLUSIONS AND RECOMMENDATIONS
In 2007, three of the groundwater monitoring gauges recorded hydroperiods of at least
7% of the growing season. Two other gauges recorded hydroperiods of at least 5% of the
growing season. The site reference wetland gauge recorded a hydroperiod of 2%. Based
on the results of monitoring Years 1 through 4 and the abnormal drought conditions
experienced in 2007, the site appears to be on track to achieve the hydrologic success
criteria specified in the Mitigation Plan for the site.
• The restored stream channel has remained stable and is providing the intended habitat
and hydrologic functions. All monitored cross sections for 2007 show very little
adjustment in stream dimension and the site remains on track to achieve the stream
criteria specified in the Mitigation Plan for the site.
Vegetation Plot 3 was replanted in 2006 with two-year-old trees. The replanted trees have
had an acceptable survival rate. Lespedeza had been treated by mechanical mowing and
an herbicide application. The herbicide treatment performed on the kudzu seems to have
been successful. Monitoring of lespedeza and kudzu will be continued. The average
number of surviving planted stems per acre on site is 444 and the site remains on track to
achieve the vegetative criteria of 260 stems per acre at the end of Year 5 as specified in
the Mitigation Plan for the site.
• Monitoring of vegetation, stream stability, and hydrology will continue through 2008.
20
November 2007
APPENDIX A
As-Built Survey

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APPENDIX D
2007 Site Photos

Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG
I Photo 1 Station 28+75 Reach 1 upstream. Problem area-undercut log vane.
Photo 2 Station 26+60 Reach 1 downstream. Problem area-Beaverdam.
I
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4) I
APPENDIX D - PHOTO LOG

Photo 4 Station 71+60 Reach 1 upstream. Constructed Riffle. I

Photo 3 Station 72+29 Reach 1 upstream. Cross section #13-dry channel.
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG

Photo 5 Station 66+00 Reach 1 left bank. Root wad.
Photo 6 Station 66+19 Reach 1 upstream. Cross section #12.

I
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG

t

Photo 8 Station 39+74 Reach I left bank. Root wad.

Photo 7 Station 59+50 Reach I upstream. Log vane.

I

i

Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG
Photo 10 Station 13+75 Reach 2 right bank. Root wad.

Photo 9Station 15+24 Reach 2 upstream.
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG
?M
Vegetation Plot 1
Vegetation Plot 2

1

Vegetation Plot 3

Vegetation Plot 4

Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG

I
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4) I
APPENDIX D - PHOTO LOG
C

Vegetation Plot 5

Vegetation Plot 6

1

I
Vegetation Plot 7

Vegetation Plot 8
Marston Mitigation Site
DRAFT - Annual Monitoring Report for 2007 (Year 4)
APPENDIX D - PHOTO LOG

j