20160233 Ver 1_TECHNICAL PROPOSAL_20160216

TAR RIVER HEADWATERS WETLAND RESTORATION SITE
TECHNICAL PROPOSAL -- RFP #16-006476

Full Delivery Proposal for Riparian Wetland Mitigation Credits
Tar-Pamlico River Basin, HUC # 03020101

Prepared for:
N.C. Department of Environmental Quality
Division of Mitigation Services

Prepared by:
Mogensen Mitigation, Inc.
P.O. Box 690429,
Charlotte, NC 28227

28 October 2015

This proposal is printed on 100% recycled paper
with a minimum post-consumer content of 30%.

Current Photo Here -- THIS COVER PAGE in BINDER SLEEVE

October 28, 2015

RFP #16-006476 – SEALED BID

NC DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
217 WEST JONES STREET, SUITE 3307-A
RALEIGH, NC 27603

RE: FULL DELIVERY PROPOSAL TO PROVIDE WETLAND MITIGATION CREDITS IN
THE TAR PAMLICO RIVER BASIN CATALOGING UNIT 03020101

TAR RIVER HEADWATERS WETLAND RESTORATION SITE, PERSON COUNTY,
NORTH CAROLINA – TECHNICAL PROPOSAL

Dear Ms. Dale:

In response to the Request For Proposal #16-006476, Mogensen Mitigation Inc. (MMI) is
pleased to offer this Full Delivery proposal for generating 5.0 riparian wetland mitigation credits
via wetland restoration on the Tar River Headwaters Wetland Restoration Site (TRHWR Site) in
eastern Person County, in Targeted Local Watershed # 03020101-010010 of the Tar-Pamlico
River Basin. MMI has already established a mitigation bank for riparian buffer and nutrient
credits on this property adjacent to the proposed site. The proposed wetland restoration work
will be contiguous and complementary to our ongoing buffer restoration work on one of the
uppermost tributaries of the Tar River, a basin rich in rare and endemic species and a vital
water supply for many users.

Enclosed are 2 originals and 5 copies of our proposal; 1 Compact Disc (CD-R) of the Technical
Proposal without financial/confidential information; and 1 Compact Disc-Read Only (CD-R) of
ArcGIS format approximate boundaries of the project. All addendums have been signed and
included in this proposal. Three (3) originals of the SEALED COST PROPOSAL are provided
under a separate sealed envelope as requested in the RFP.

Our MMI team has the technical expertise and proven experience to ensure a successful and
cost-effective project from beginning to end. Principals for MMI (now including Robert J.
Goldstein & Associates, which MMI acquired in May 2015) have substantial experience
providing stream, wetland and buffer mitigation and monitoring projects for the NC Division of
Mitigation Services and NCDOT over the last 10 years. With our subconsultant Ecological
Engineering, we bring to the table a wealth of stream and wetland mitigation experience,
including planning, design, construction management, monitoring, and banking. Our combined
staff have expertise in aquatic and wetland ecology, soil science, plant community ecology,
forestry, natural channel design, GPS and GIS tools, environmental permitting, rare species
surveys, and environmental remediation. MMI’s corporate qualifications, along with those of
our key partners, are included in this proposal.

The TRHWR Site, including both the proposed wetland restoration area and our previously
approved buffer restoration corridors is on a single parcel in private ownership. Currently, MMI
holds exclusive options with the Huff family for easements sufficient to fulfill this project. We
have presented here a conceptual design to deliver 5.0 Riparian Wetland Mitigation Credits, as
described in detail in the Technical Proposal.

This offer and associated land option are good for at least 12-months from the original date of
submittal. On behalf of my staff and subconsultant partners, we look forward to developing yet
another successful long-term mitigation project, working closely with DMS staff and the Inter-
agency Review Team. Should you have any question, please feel free to contact me at (704)
576-1111 or email [e-mail].

Sincerely,

Richard K. Mogensen
(Offeror’s Representative)
President, MMI

Mogensen Mitigation, Inc.
P.O. Box 690429
Charlotte, NC 28227
Phone: [phone]
Email: [e-mail]

Enclosures

Cc: Daniel Kuefler, MMI
Gerald Pottern, MMI
Heather Smith, EcolEng

Table of Contents

1.0 Executive Summary......................................................................................................... 6
2.0 Financial Statement ........................................................................................................11
3.0 Corporate Background and Experience References .......................................................15
3.1 Background of Firm .................................................................................................15
3.1.1 Mogensen Mitigation, Inc. ....................................................................................15
3.1.2. Ecological Engineering. Inc. ....................................................................................15
3.2 Information on Similar Mitigation Projects ................................................................16
3.2.1 MMI Stream and Wetland Restoration Projects ....................................................16
3.2.2 Ecological Engineering Stream and Wetland Restoration Projects .......................17
3.3 Office LocationS – MMI and Partners ......................................................................17
3.4 Experience of the Project Manager..........................................................................18
3.5 Multidisciplinary Approach to the Project .................................................................18
3.6 EXPERIENCE of Key Personnel .............................................................................18
3.6.1 Mogensen Mitigation, Inc. ....................................................................................18
4.0 Project Organization .......................................................................................................21
5.0 Technical Approach ........................................................................................................22
5.1 Project Goals and Objectives ..................................................................................22
5.2 Project Description ..................................................................................................23
5.2.1 Soils and Geology ................................................................................................23
5.2.2 Water Resources / Site Hydrology .......................................................................24
5.2.3 . Existing Vegetation ............................................................................................24
5.2.4 . Protected Species and Cultural Resources ........................................................24
5.2.5 . Site Constraints .................................................................................................26
5.3 Project Development ...............................................................................................26
5.3.1 Wetland Restoration Approach ............................................................................26
5.3.2 Proposed Vegetation ...........................................................................................27
5.4 proposed mitigation CREDITS .................................................................................29
5.5 Current Ownership and Long term protection ..........................................................29
5.6 Project SCHEDULE & Phasing ................................................................................29
5.7 Success Criteria ......................................................................................................30
5.7.1 Vegetative Success Criteria .................................................................................30
5.7.2 Hydrologic Success Criteria .................................................................................31
5.7.3 Remedial Actions .................................................................................................31
5.7.4 Monitoring Reports...............................................................................................31
6.0 Quality Control ................................................................................................................31

List of Tables

Table 1. Project Organization & Staff Responsibilities
Table 2. Federally Listed Species in Person County and Western Granville County
Table 3. Potential Trees and Shrubs to be Planted
Table 4. Proposed Project Schedule (Stating Apr 2016)

List of Figures
Figure 1. USGS Topographic Quadrangle, Project Vicinity Map
Figure 2. Soil Survey of Person County in the Project Vicinty
Figure 3. Google Earth Aerial Photo showing Existing Ditches
Figure 4. Conceptual Wetland Restoration Design
Figure 5a. Targeted Local Watersheds Map showing Huff Site
Figure 5b. NHP Natural Heritage Areas and Aquatic Habitat

Appendices
HYDRIC SOIL REPORT by Ecological Engineering
Recorded Memorandum of Option
Full-Delivery Landowner Authorization Form
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1.0 Executive Summary
Mogensen Mitigation, Inc. (MMI) has entered into a binding Option Agreement with Mr. and
Mrs. Roy Huff to purchase an additional conservation easement on approximately 6.5 to 9 acres
of pasture land on their 240 acre cattle farm, to be used for the Tar River Headwaters Wetland
Restoration (TRHWR Site). In 2012 MMI purchased a conservation easement from the Huff
family on about 18 acres along the perennial creek just downstream from the proposed
wetland restoration area, currently being developed as the Tar River Headwaters Riparian
Buffer and Nutrient Offset Mitigation site.

The Huff Farm property containing these two projects is located in easternmost Person County
nine miles east of Roxboro NC, at the head of the Tar-Pamlico River basin, in Targeted Local
Watershed HUC #03020101-010010. This local watershed is within the City of Oxford’s water
supply watershed (Class WS-IV-NSW) and also the uppermost segment designated by NC-NHP
as the Upper Tar River Aquatic Habitat. NC’s most viable population of the federally
endangered Dwarf Wedgemussel and 14 other state or federally listed aquatic animals occur in
the Tar River within or immediately downstream of HUC #03020101-010010.

The degraded former wetland proposed for restoration was mostly cleared (except for a few
scattered shade trees) and drained for pasture use in the 1940s or earlier. Based on soil
characteristics, remaining vegetation, and adjacent natural communities, it was most likely a
forested depression wetland prior to agricultural use. The central ditch and several lateral
ditches will be plugged with dense clay soil at appropriate intervals (based on field
investigations and modeling), soils in the pasture will be ripped to improve infiltration and plant
survival, and the site will be planted with native tree, shrub, and herb species based on similar
nearby natural communities. No soil ripping will be done within 60 feet of existing mature
trees to be preserved. Fencing will be installed to exclude cattle.

The proposed wetland restoration is intended to reduce nutrient and bacterial runoff from the
adjacent cattle pasture and improve rainfall infiltration, thus improving downstream water
quality and habitat for aquatic life, water supply, and recreational uses. The project will restore
at least 5.0 acres of forested headwater wetland (upland depression) plus a non-wetland
riparian connector along the ditch between the wetland and the buffer restoration project
downstream. It will generate 5.0 or more riparian wetland credits.

MMI’s responses to the project evaluation criteria itemized in the RFP are summarized below:.

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Proposal Evaluation Criteria Summary
Section 1 - Watershed Module:

1.1–1.2. (Bonus): Is project located within the Fishing Creek LWP area? Response: No,
the Huff Farm sitet is within Targeted Local Watershed # 03020101-010010, not a LWP area.

1.3. To what extent does the project support CU-wide watershed improvements goals
identified in the Tar Pamlico River Basin Restoration Priorities report? Response: The
project will augment nearby conservations lands, restoring 5 acres of headwater seep /upland
depression wetland close to the Denny Store Gabbro Forest Natural Area. It will protect a
natural stand of Swamp White Oak, a rare tree species designated “Watch List” by NC-NHP.
The site is 1 mile upstream of the reach designated as Tar River Aquatic Habitat which supports
federal and state protected species of mussels, crayfishes, fishes, and salamanders. The
proposed wetland restoration work combined with the ongoing buffer restoration work along the
stream south and east of the wetland should improve water quality and base flow to the
downstream reach where rare species occur, and may allow some species to expand their
populations upstream. Plugging of ditches will slow the runoff rate during and after storms,
increasing water retention in the soil and enhancing plant uptake of nutrients and bioremediation
of pesticides and herbicides used on the adjacent pasture. Fencing will keep cattle away from
the wetland’s central drainageway, and will allow a natural forest community to reestablish.

Section 2 - Existing Conditions and Potential Uplift Module:

2.1. (Bonus): Is the project likely to improve or protect water quality in WS-classified
water? Response: Yes, the stream below the wetland and the Tar River below that tributary
are Class WS-IV-NSW, upstream of the City of Oxford’s intake in Granville County.

2.2. What impact does the current land use have on water quality? Response: There are
a few widely scattered trees along the ditches in the drained wetland, but the predominant
vegetation along the ditch banks and throughout the site is pasture grasses. Cattle feed and
defecate freely throughout the site. Potential nutrient enrichment and coliform runoff from cattle
is high. Because the wetland is at the head of a drainageway, high flow events are rare and
erosion potential is moderate.

2.3. Does 50% or more of the wetland provide opportunity for pollutant interception and
treatment? Response: Yes, the project site is surrounded by cattle pasture and virtually all of
the restored area will intercept water-borne nutrients and bacteria from cattle waste on both
sides.

2.4. Existing condition of predominant wetland vegetation? Response: The proposed
restoration area contains 3 to 4 trees per acre (oak, pine, sycamore, maple) and a groundcover
dominated by non-native pasture grasses. Scattered FACW herbs are present among the
pasture grasses, but are not dominant.

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2.5. Existing wetland hydrologic condition and uplift potential? Response: The
proposed restoration area is drained by multiple ditches, apparently excavated in the 1940s or
earlier. The central north-south ditch drains into a perennial stream (within the existing buffer
restoration project) about 600 ft downstream of the wetland restoration site. An east-west ditch
along the north edge of the pasture forms a “T” with the central ditch at the upper end, and three
additional lateral ditches connect with the central ditch farther south, two on the west and one
on the east (Figure 3). The attached Hydric Soils Evaluation by Heather Smith (Ecological
Engineering) shows redoximorphic features still present over much of the area (16 of 22 soil
borings), but no evidence of saturation in any of the bore holes (15 to 23 inches deep). Mr. Huff
reports that the field is frequently wet during winter. The natural wetlands that occur in this
region and landscape position (headwater seeps, upland depressions) have perched saturation
during the early part of the growing season, but can be relatively dry from late spring to fall. We
propose installing soil plugs at approximately 100 ft intervals in the central and lateral ditches to
reduce rapid drainage and restore an appropriate wetland hydrology regime, with further studies
and modeling to be conducted by Ecological Engineering.

Section 3 – Habitat & Conservation Connectivity Module:

3.1. (Bonus): Does the project connect adjacent natural habitats and extend wildlife
corridors? Response: The ongoing buffer restoration project on Huff Farm will restore about
3,000 feet of forested riparian corridor between the southern portion of Denny Store Gabbro
Forest to the northeast and the Huff property boundary to the southwest. The remainder of this
stream from the Huff property downstream to the Tar River appears to be forested, based on
the most recent Google Earth images (2013). The wetland restoration component will include a
30- to 50-ft wide connector corridor (non-wetland) along each side of the remaining 600 feet of
ditch between the restored wetland and the riparian buffer project. Re-foresting this connector
will benefit amphibians, aquatic insects, and other small wildlife that rely on headwater
wetlands.

3.2. (Bonus): Is the project directly contiguous with another protected property?
Response: The TRHWR project is directly contiguous with the ongoing buffer restoration
project on the same property. To our knowledge the other adjacent properties are not yet
protected by conservation easement or by public ownership. Tar River Land Conservancy is
coordinating efforts with NC-NHP, NC-DEQ and other stakeholders to protect additional riparian
lands and other high quality habitats in this area in eastern Person County and western
Granville County, due to the high ecological importance of these streams.

3.3. (Bonus): Ability to improve habitat for federal or state listed Endangered or
Threatened species? Response: Yes, the TRHWR project is about one mile upstream of the
NHP-designated Upper Tar River Aquatic Habitat (Figure 5) which includes the main stem and
portions of several tributaries in Person and Granville Counties. Fifteen stream-dwelling
protected species (mussels, fishes, crayfishes, and salamander) occur in this area. This project
will help modulate flows and reduce excess nutrients and pollutant runoff from the pasture into
this Tar River tributary, thus improving habitat for rare species. Terrestrial rare species will also
benefit, including Swamp White Oak (NHP Watch List) which occurs on the site, and possibly
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other rare upland depression endemic species that can be reestablished or recolonize naturally
from nearby natural areas.

Section 4 – Design Module (Wetland RFP):

4.1. Presence and extent of hydric soil indicators, documented by a Licensed Soil
Scientist? Response: Soil Scientist Heather Smith evaluated the TRHWR Site for hydric soils
and prepared a soils report, included at the end of this proposal. Redoximorphic features
sufficient to meet hydric soil indicator F3 (Depleted Matrix) were found in 16 of the 22 bore holes
examined. Some of these may be relict features, as the site was ditched in the 1940s or earlier,
and soils have likely become more oxidized since that time. None of the bore holes exhibited
saturation (during September). Nearly all of the proposed restoration area meets the F3
indicator. The area along the ditch to the south that lacks hydric soils will be included as a non-
wetland connector to the riparian buffer project, about 600 ft downstream of the wetland
restoration area. The Person County Soil Survey maps this area as Orange loam, but Ms.
Smith determined that the hydric inclusions are closer to Wehadkee soil.

4.2. Risk of hydrologic shortfall? Response: The central ditch and all lateral ditches will be
plugged with dense clay soil at appropriate intervals (to be determined based on further field
investigations and modeling) to retard drainage and restore the natural pre-drainage hydrology.
Surrounding lands upslope are forested or agricultural with negligible development; drainage is
not intercepted or diverted away from the site, and the risk of hydrologic shortfall is low. The
presence of scattered FACW trees (Swamp White Oak and Laurel Oak) and hydrophytic herbs
(Swamp Milkweed, Soft Rush, Cottongrass Bulrush, New York Ironweed, Fall Sneezeweed and
others) supports Mr. Huff’s statement that the site is frequently saturated during winter.
Extending the saturation period into the growing season is one of the goals of this project.

4.3. Uncertainty of origin and extent of overburden? Response: There does not appear to
be any significant overburden material on the site. Hydric soil indicators begin within 6 to 10
inches of the soil surface, at appropriate depths for this wetland type.

4.4. Appropriate wetland hydroperiod for performance criteria? Response: There is no
existing groundwater monitoring data for the site. Upon notice of contract award, MMI will install
monitoring wells at the site within two weeks, to begin collecting data through the winter and
spring season for use in restoration modeling and design. Upland depression wetlands in this
region of NC are typically saturated early during the growing season, and dry out by mid-late
spring. We will determine appropriate hydrologic success criteria based on modeling and data
form similar natural and/or restored reference wetlands of this type.

Section 5 – Implementation and Risk Module:

5.1. Does the project address FEMA regulated zones? Response: No, the wetland project
and riparian buffer project on the Huff property are upslope of FEMA-mapped flood hazard
areas.

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Section 6 – Quality Control Module:

6.1. Project team includes individuals with experience in project evaluation, acquisition,
design, construction, and monitoring? Response: Yes, Rich Mogensen, Gerald Pottern,
Daniel Keufler, Heather Smith, and Heath Caldwell have all worked on planning, design,
construction, and/or monitoring of stream and wetland restoration projects for DMS, as detailed
in the Corporate Background & Experience section of this proposal. Both MMI and RJGA (prior
to acquisition by MMI) have completed close-outs on multiple projects.

6.2. Proposal includes a detailed QA/QC Plan to review design methods, documents, and
project implementation? Response: The MMI Team’s Quality Assurance and Quality
Control procedures are applied during all phases of project planning, field investigations, design,
permitting, construction, planting, monitoring, remedial actions, and reporting. See Section 6 of
this proposal for more in-depth discussion of QA/QC procedures.

6.3. Compliance with Federal and State Permits? Response: MMI (including RJGA) has
not been involved in or caused any environmental permit violations.

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3.0 Corporate Background and Experience References
3.1 BACKGROUND OF FIRM
3.1.1 Mogensen Mitigation, Inc.
MMI was formed by Richard K. Mogensen in March, 2011, after a long career in environmental
consulting, specializing in stream and wetland science, environmental restoration services and
mitigation banking. MMI principals have been involved in wetland mitigation, stream
restoration, and mitigation banking for over 24 years. MMI has managed a $25 million marsh
restoration mitigation bank recently in New Jersey, and was preceeded by the development of
over 10 mitigation banks and full-delivery projects for both NCDENR, and private clients. MMI’s
personnel have substantial experience in all facets of wetland and stream mitigation in North
Carolina. MMI has kept current with NCDMS policies and procedures, and is familiar with and
capable of land acquisition services, as well as, all other tasks within the RFP. In May 2015
MMI acquired Robert J. Goldstein & Associates (RJGA), a Raleigh-based consulting firm with
complementary skills and a long-held reputation for quality among NC state and federal
agencies and clients. The combined firm now operates from both Charlotte and Raleigh offices.
3.1.2. Ecological Engineering. Inc.
Ecological Engineering is a Woman-Owned Small Business (EDWOSB) located in Cary, North
Carolina. Established in 2008, the firm specializes in hydraulic/hydrologic studies, ecological
restoration and mitigation, environmental compliance, natural resources studies, and
environmental permitting. As a small company meeting NAICS standards for both engineering
and environmental services, Ecological Engineering is dedicated to growing personal
relationships with its clients and meeting their individual needs. The company currently has
projects throughout the southeastern United States. Ecological Engineering, Inc. specializes in
investigation, design, and restoration of natural and designed aquatic systems. Eco. Eng. is
committed to providing clients an alternative to conventional environmental consulting with
exceptional work ethic, innovation, and interdisciplinary consulting services to meet their
environmental needs. Eco. Eng. has the experience to work on complex stream projects, as
well as the ability to complete simple projects quickly and economically. Eco. Eng. knows how
to apply the right solution to the right problem. Our principals; Jenny Flemming and Lane Sauls
have many years of experience and have collaboratively worked alongside other
geomorphologists, engineers, hydrologists, biologists, and planners to provide the necessary
interdisciplinary skills and experience to address a wide variety of technical ecosystem
challenges. Eco. Eng. primarily offer services for environmental restoration projects that focus
on the design of streams and wetland systems with an emphasis on restoring the necessary
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functions to provide a stable ecosystem. Eco. Eng. has extensive experience on mitigation
design, construction and monitoring projects in North Carolina including projects through the
NCEEP (now DMS) Full Delivery program.

3.2 INFORMATION ON SIMILAR MITIGATION PROJECTS
3.2.1 MMI Stream and Wetland Restoration Projects
Morgan Creek (Mason Farms) Floodplain Restoration Site is a 20-acre NCDENR
forested wetland restoration and preservation project that aims to reconnect
the Morgan Creek floodplain with adjacent forested wetland areas. MMI was
awarded the NCDENR contract in 2013 to monitor this project.
Pott Creek Mitigation Bank is an approximately 40-acre bottomland hardwood
wetland and stream restoration project in Lincoln County constructed as a turn-
key mitigation bank. Over 4,000 linear feet of stream was restored for the
NCDOT for future road projects in the Catawba River 02 Watershed.
Pott Creek II is an approximately 81-acre stream mitigation bank in Catawba
County. The site was a cattle pasture, which allowed the cattle direct access to
the main branch of Pott Creek and Rhodes Mill Branch. Over 10,000 linear feet of
third order stream was restored for the NCDOT for future road projects in the
Catawba River Watershed. Construction was completed in spring 2004 and
successfully closed out in 2009.
Tarlton Stream and Wetland Restoration Project is an approximately 20-acre
site located in the city limits of Fayetteville. A combination stream and wetland
restoration project 8 WMUs and 3800 SMUs were developed under a Full-
Delivery contract for the NCDENR for the Cape Fear Watershed. Construction
was completed in spring 2006.
Reeds Creek Wetland Restoration Project is an approximately 15-acre site in
Iredell County, NC, located immediately adjacent to Lake Norman. Four WMUs
were developed under a Full-Delivery contract for the NCDENR in the Catawba
River Watershed.
Forrest Creek Stream and Buffer Mitigation Bank, located in Hillsborough, NC, is
one of the first combination stream and buffer mitigation banks in the country.
The project consists of 8,000 SMUs and 10 BMUs.
Cox Mill Stormwater Renovation MMI provided construction-related consulting
services to Foster Grading Inc. to construct a state-of-the-art stormwater BMP
renovation at Cox Mill Elementary School and Ball Fields. This project is a multi-
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tiered BMP with wetland cells and a large wetland treatment basin adjacent to a
forested wetland.
Richard P. Kane Wetland Mitigation Bank- MMI provided project management
services on this complex, public-private partnership with the State of New
Jersey. The Kane Bank involved developing over 240 acres of restored marsh
and forested wetland, within 5 miles of N.Y. City, N.Y. MMI was directly involved
in the design, permitting, and approval, as well as, providing construction
oversight.

3.2.2 Ecological Engineering Stream and Wetland Restoration Projects
Charles Williams Site (Randolph County): Designed 1,750 linear feet of
stream enhancement (I) and 1.9 acres of riparian wetland enhancement
(initiated 2008; constructed 2013).
Watts Site (Perquimans County): Designed 1,500 linear feet of headwater
stream restoration and 20.4 acres of non-riparian wetland restoration
(initiated 2008; construction anticipated 2013).
Coosa River Mitigation Bank (Floyd County, GA): Designed 10,000 linear feet
of stream restoration (initiated 2008; construction completed 2012).
UT Altamahaw Creek (Alamance County): Designed 1,500 linear feet of
stream enhancement (II) and <1.0 acre of riparian wetland enhancement
(initiated 2008; constructed 2012).
Brushy Creek Mitigation Bank (Burke County, GA): Designed 4,800 linear feet
of stream restoration and 84 acres of wetland restoration and/or
enhancement (initiated 2010; construction completed 2012).
Ossahatchie Creek Mitigation Bank (Harris County, GA): Designed 7,500
linear feet of stream restoration (initiated 2009; constructed 2011).

3.3 OFFICE LOCATIONS – MMI AND PARTNERS

Mogensen Mitigation, Inc.
P.O. Box 690429, Charlotte, NC 28227
T: [phone] [e-mail]

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Robert J. Goldstein & Associates, Inc. (MMI Subsidiary)
1221 Corporation Parkway, Raleigh, NC 27610
[phone] [e-mail]

Ecological Engineering, Inc. (Technical Support)
1151 Cary Parkway, Suite 101, Cary, NC 27518
[e-mail]

3.4 EXPERIENCE OF THE PROJECT MANAGER
Rich Mogensen, MMI president, will be the main contact with DMS. He will be responsible
for coordinating all team members to accomplish plan and design approvals. Mr. Mogensen
will work closely with DMS through approval, construction, and monitoring processes. He has
successfully managed numerous stream and wetland mitigation and monitoring projects for
DMS and private clients.

3.5 MULTIDISCIPLINARY APPROACH TO THE PROJECT
The MMI Team provides a team of professionals with multidisciplinary approaches to stream
and wetland restoration. Our team consists of scientists and engineers; surveyors; legal
professionals; and land experts with expertise in key aspects of design and implementation,
such as soil evaluation, vegetation identification, hydrologic analysis, and land acquisition. A
strict quality control policy will be adhered to in completing all phases of the project. All
material to be submitted to DMS will be reviewed and signed off by two individuals.
Our multi-disciplined team will have regularly scheduled meetings to review the work plan and
schedule. The project approach outlined in Part 5 will be reviewed during these meetings.
Modifications to the approach will be made as necessary to ensure that project goals,
objectives and schedule (as outlined in Part 5) are met and that the contracted amount of
riparian wetland credits are produced.

3.6 EXPERIENCE OF KEY PERSONNEL
3.6.1 Mogensen Mitigation, Inc.
Richard K. Mogensen – President/Project Manager
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Mr. Mogensen, President of MMI, has over 24 years of experience in stream, wetlands and
environmental consulting. Mr. Mogensen works with engineers, consultants, client
representatives and regulatory officials during conceptual planning, proposal development,
design, site construction and post-construction monitoring phases of all MMI projects. For 10
years, Mr. Mogensen managed EarthMark Mitigation Services/Mid-Atlantic Mitigation, LLC,
developing private mitigation banks in the Mid-Atlantic states, and NCDENR Full-Delivery
projects. Mr. Mogensen is a nationally known mitigation banking expert, and as President of
the National Mitigation Banking Association (NMBA) was consulted on the 2008 Federal
Mitigation Rules. Mr. Mogensen is a Professional Wetland Scientist (PWS), and one of the few
Certified Wetland Delineators registered with the USACE. Mr. Mogensen will manage all facets
of the project from land acquisition through design, construction, and monitoring. Mr.
Mogensen has been an adjunct professor at UNCC for the last three years as well

Gerald Pottern, MS – Sr. Stream and Aquatic Biologist
Gerald Pottern is an aquatic biologist specializing in stream and wetland ecosystems. He has 25
years of experience at RJG&A (a wholly owned subsidiary of MMI) preparing environmental
field studies and reports for public infrastructure projects, parks, greenways, and other
development. He has conducted numerous stream and wetland quality and functional
assessments, and is DWQ-certified for benthic macro invertebrate sampling. Gerald completed
Dave Rosgen’s level 1 Fluvial Geomorphology course and NCSU’s courses in stream assessment
and restoration design. He has established and monitored vegetation plots, surveyed channel
thalwegs and cross-sections, installed and maintained wells and gauges, and prepared
monitoring and close-out reports for multiple DMS projects. Gerald has conducted instream
flow studies for determining minimum release requirements at dams, and evaluated aquatic
habitat integrity for environmental impact reports, endangered species consultations, 404-401
mitigation planning, dam replacements, and other applications. He also prepared illustrated
guidance documents for training and encouraging city maintenance staff to minimize the
impacts of construction and repair activities on public riparian lands.

Daniel Kuefler, PhD – Sr. Environmental Scientist / Data Analyst
Dr. Kuefler works in the Charlotte office where he manages day-to-day project logistics, data
analysis and synthesis, and assists in the proposal and implementation of MMI mitigation
projects. Dr. Kuefler is a trained research scientist with extensive experience designing and
conducting monitoring studies, leading primary research, analyzing complex data sets, and
writing proposals, reports and scientific papers. He has a proven ability to manage multiple
large-scale projects, plan and coordinate activities across multiple teams, and motivate others
to reach common goals.
Heath Caldwell, MSc, PWS- Sr. Environmental Scientist / GIS Specialist
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Mr. Caldwell is a professional environmental scientist and certified Professional Wetland
Scientist. He has 10+ years’ experience providing technical direction and project management
to multiple full-delivery stream restoration projects. He has extensive experience with stream
and wetland delineation and mapping, and is proficient in the application of GIS and GPS tools.

3.6.2 Ecological Engineering, Inc.

Lane Sauls, MSc, PM – Senior Environmental Scientist

Lane has been with Ecological Engineering since its inception in 2008. As Partner, he assists with
operations, strategic growth, quality assurance, and quality control. He has more than 21 years
of professional experience relating to natural resources assessment, identification, and
compliance. Prior to Ecological Engineering, Lane served as Senior Scientist and Program
Manager of several engineering consulting firms and Environmental Biologist with the NC
Department of Transportation.

Jenny Flemming, PE, Principal

Jenny is an accomplished hydraulics engineer with more than seventeen years of engineering
experience. She specializes in drainage design, stream and wetland restoration design,
modeling and stormwater design. She is currently involved with a variety of design projects
throughout the southeastern United States. In addition, she is involved with the North Carolina
Chapter of the American Council of Engineering Companies (ACEC) and Women’s
Transportation Seminar (WTS). Jenny has extensive training with natural channel design,
sediment transport and construction implementation. Prior to co-founding Ecological
Engineering in 2008, Jenny worked with the NC Department of Transportation’s Hydraulic Unit
for five years and eight years with privately owned engineering companies.

Ed Hajnos, Regulatory Environmental Specialist

Ed has over 21 years of natural resources management experience. He currently oversees all
environmental projects with Ecological Engineering, providing project management, client
coordination, field assistance, quality assurance, and quality control. He joined Ecological
Engineering in 2012 with the primary goal of growing the environmental services practice
throughout the southeastern US. Prior to 2012, Ed worked for NC Department of Environment
and Natural Resources, Division of Mitigation Services, NC Department of Transportation, and
the NC Museum of Natural Sciences.

Heather Smith, Soil Scientist

Heather joined Ecological Engineering in 2015. She has more than 10 years of professional
experience working with environmental and natural resources projects. She current ly assists
with a variety of services including, but not limited to, threatened and endangered species
surveys, jurisdictional assessments and determinations, biological and ecological assessments,
21
Geographic Information Systems (GIS) mapping, and mitigation monitoring. She is licensed as a
Soil Scientist. Prior to Ecological Engineering, Heather worked with the NC Division of Mitigation
Services overseeing a variety of stream, wetland, and buffer mitigation projects. She is familiar
with all aspects of project management and delivery.

4.0 Project Organization
Table 1. Project Organization and Staff Responsibilities

Staff Responsibilities Similar Experience
MMI / EcolEng
Richard Mogensen,
Lane Sauls
Project management; client
coord; landowner contact;
study design; QA/QC of
deliverables; billing
Forrest Creek, Tarlton, Pott Creek I
& II, Reeds Creek, Kane Bank
Gerald Pottern, Ed
Hajnos, Heather Smith
Soils & Biological Data
Collection & Analysis,
Technical Writing
Morgan Creek Floodplain, Holly
Springs PRM Mit., Charles Williams
Site, Watts Site
Heath Caldwell, Heather
Smith, Ryan Elliott
Wetland Evaluation,
Monitoring Reports, GIS
Heath Dairy Site, Watts Site
Daniel Kuefler, Jenny
Flemming
Planning & Design,
Technical Writing, QA/QC
Tar River HW Buffer Site, Suther
Site, Stallings Site

Mogensen Mitigation, Inc.
Richard Mogensen will be the project manager for MMI for this project. His responsibilities of
project oversight will include ensuring timely delivery of consultant’s tasks and deliverabl es to
NCDMS, project coordination among the various groups including client, consultants, legal
regulatory agencies, contractors, and landowners. Mr. Mogensen has been performing these
duties in North Carolina and the Mid-Atlantic states for over 24 years. Mr. Mogensen will
manage the client contracts, budgets, internal and external staffing, permitting, design and
approval, implementation to monitoring and maintenance. Mr. Mogensen has substantial
experience and has developed numerous stream and wetland restoration projects throughout
North Carolina. Gerald Pottern and Heath Caldwell as well as Heather Smith at Ecol. Eng. will
assist Mr. Mogensen in most aspects of the planning, permitting and implementation. Mr. Sauls
and Dr. Kuefler will provide Q/A Q/C review of all documentation.

22
Ecological Engineering, Inc.
Lane Sauls will manage Ecological Eng. Staff while Jenny Flemming, PE will be the engineer
approving plans if necessary. Both Lane and Jenny have extensive experience with all facets of
design and implementation of similar projects. Soil Scientist Heather Smith and Ed Hajnos have
worked for state agencies and can provide guidance on regulatory needs and practices as well
as their technical expertise on this project.

5.0 Technical Approach
5.1 PROJECT GOALS AND OBJECTIVES
The Tar River Headwaters Wetland Restoration (TRHWR) site is in the northern portion of the
uppermost local watershed of the Tar-Pamlico River basin, HUC # 03020101-01001. This
Targeted Local watershed (TLW) is the headwaters for the City of Oxford’s water supply (Class
WS-IV-NSW) and also one of the most ecologically significant stream ecosystems in NC. Fifteen
protected species of stream-dwelling animals (mussels, fishes, crayfishes, and salamander) are
known to occur in the Tar River and tributaries within eight miles downstream of the project on
the Triple Springs and Moriah USGS Quadrangles (NHP database, 2015). NC’s most viable
population of the federally endangered Dwarf Wedgemussel occurs in Tar River between the
Person/Granville County line and US-15 bridge near Oxford.

Protecting headwaters is essential to protecting water quality throughout a river basin. The
river and tributaries in Person County are not designated impaired (303d listed) but DEQ
Biological Assessment Branch staff noted excessive sediment, channel instability, and nutrient
enrichment impacts in several streams in the upper Tar River watershed (DWQ, 2007).

The proposed TRHWR project will restore a forested upland depression wetland community
that was drained and converted to pasture more than 60 years ago. The project will
complement MMI’s ongoing riparian buffer restoration along the adjacent stream on the Huff
Farm property. Project GOALS include:

Improve water quality downstream of the wetland by facilitating increased retention of
nutrients and bacteria associated with cattle grazing on the adjacent pasture.
Improve rainfall infiltration to increase water storage and enhance base flows below the
wetland during dry weather.
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Restore wetland habitat and improve habitat connectivity between Denny Store Gabbro
Forest (NHP Natural Heritage Area) to the north and the Tar River tributary to the south.
Project OBJECTIVES include:

Restore at least 5 acres of depression wetland community by plugging drainage ditches
and replanting native hardwood trees and shrubs at appropriate densities.
Install fencing to exclude cattle and establish a conservation easement to provide
permanent protection on the site.
Preserve an existing stand of rare Swamp White Oak and possibly other rare terrestrial
plants and animals that can be reintroduced or allowed to recolonize on their own.
Enhance habitat for protected aquatic animal species known to occur in the receiving
tributary and Tar River downstream of the Huff property.

5.2 PROJECT DESCRIPTION
5.2.1 Soils and Geology
The TRHWR Site is situated in the Carolina Slate Belt region of the Piedmont Physiographic
Province. Elevations on the site range from approximately 570 feet above mean sea level (MSL)
at the northern edge to 560 feet south of the wetland restoration area. Valley slope from north
to south is less than one percent, and lateral slopes on either side are between 1 to 2 percent.

Soil in the proposed restoration area is mapped as Orange loam (OnA) which covers a
contiguous area of several square miles near the Person/Granville County line. The abutting
areas across the line in Granville County are mapped as Iredell loam, but are apparently part of
the same soil deposit. Both Orange and Iredell soils are derived from weathering of Gabbro and
similar base-rich rock, and have higher pH than surrounding acidic soils derived from other rock
types. They also have dense clayey subsoil with slow infiltration, and can accumulate
“perched” saturation or ponding especially in winter when evapotran spiration is low. A soil
analysis by Heather Smith of Ecological Engineering determined that the proposed restoration
area soils are hydric, and probably represent unmapped Wehadkee inclusions.

The lower segment of the ditch draining the wetland flows southward about 600 feet into a
perennial unnamed tributary of Tar River, where the buffer restoration work is ongoing. Soils
along the tributary floodplain are mapped as Chewacla loam (Soil Survey of Person County,
1995).

24
5.2.2 Water Resources / Site Hydrology
Based on USGS topographic mapping the watershed draining to the wetland restoration site is
approximately 80 to 100 acres. The relatively flat topography in this area makes watershed
boundaries difficult to discern, and subsurface geologic and soil features may divert flow in
ways not apparent based on ground surface topography. The dense subsoil noted in the
attached Hydric Soils Report by Ecological Engineering is a natural feature of Orange and Iredell
soils, but long-term pasture use may have compacted it further. Hydrology is maintained by
direct precipitation and shallow soil-water flow from the watershed, which is mostly to the
north. The drainage ditches are shallow, as they are primarily intended to channel surface
runoff during and shortly after rain events, rather than drainage of deeper groundwater.

5.2.3 . Existing Vegetation
The TRHWR site is presently a cattle pasture dominaned by non-native forage grasses. Three to
four trees per acre are also present, left standing to provide shade for the cattle. These include
seven of the rare Swamp White Oak (Quercus bicolor), plus several Willow Oak (Quercus
phellos), Silver Maple (Acer saccharinum), Boxelder Maple (Acer negundo), Sweetgum
(Liquidambar styraciflua), Black Gum (Nyssa sylvatica) and Loblolly Pine (Pinus taeda).
Scattered hydrophytic herbs are present among the pasture grasses including Swamp Milkweed
(Asclepias incarnate), Soft Rush (Juncus effusus), Woolgrass Bulrush (Scirpus cyperinus), New
York Ironweed (Vernonia novaboracensis), and Fall Sneezeweed (Helenium autumnale). These
species support Mr. Huff’s statement that the site is frequently saturated during winter.
The Denny Store Gabbro Forest, a NHP-designated Significant Natural Heritage Area (privately
owned and unprotected to our knowledge) lies to the north and east of the TRHWR site. This
natural area “contains one of the best quality and most extensive hardwood forests over high
pH soils in the northen Pioedmont, with excellent examples of Basic Oak-Hickory Forest, Basic
Mesic Forest on Flats, … Upland Depression Swamp Forest, and Mesic Hardpan Forest”
(LeGrand, 2007, Person County Natural Areas Inventory). Rare species recorded on this site
include Swamp White Oak (Quercus bicolor), Chinquapin Oak (Quercus muehlenbergii), Glade
Wild Quinine (Partenium auriculatum), and Lewis’s Heartleaf (Hexastylis lewisii). It is likely that
some of these other rare species (in addition to Swamp White Oak) may have occurred on the
site and could be reintroduced, or may recolonize on their own from the nearby natural area.
Other than pasture grasses (mainly Fescue) and some limited patches of Japanese Honeysuckle
and Multiflora Rose, invasive weeds to not appear to be a major problem on the site.

5.2.4 . Protected Species and Cultural Resources
According to the US Fish and Wildlife Service (USFWS) and NC Natural Heritage Program (NHP),
there are two federally endangered species and nine federal species of concern potentially
occurring in Person County and/or the adjacent western portion of Granville County (Table 2).
25
In addition, The North Carolina Natural Heritage Program (NCNHP) identifies another 18 species
protected by the State of North Carolina. A review of the NCNHP database of documented
occurrences revealed one State listed plant within one mile of the project site and one
occurrence of a natural community. An occurrence of Glade wild quinine (Parthenium
auriculatum) is present approximately 0.6 mile northwest of the site. A ‘Mesic Hardpan Forest’
exists immediately adjacent to the north of the site. Habitat for threatened and endangered
species does not currently exist on the project site, and the proposed project is not likely to
adversely impact any protected species. After restoration, the site may be suitable for rare
species that occur in mesic to wet upland hardpan and glade-like communities.
If necessary, investigations will be conducted for each of these species and their appropriate
habitat requirements as part of the Mitigation Plan. A Section 7 (ESA) clearance will be obtained
prior to restoration activities.
A review of available databases was conducted to determine the proximity of Significant
Natural heritage areas to the project site. Several Natural heritage occurrences are located
immediately downstream of the project site in the Tar River. The Tar River downstream of the
project site is listed as a proposed critical habitat area and a significant aquatic habitat (Figure
2). A clearance letter will be obtained from the NCNHP once the contract award has been
made. Restoration of the site will provide additional habitat as well as reducing sediment and
nutrient loads to the sensitive waters of the Tar River.
A review of available databases was conducted to determine the proximity of areas eligible for
the National Register of Historic Places at the State Historic Preservation Office (SHPO). No sites
were identified within a one-mile radius of the study area. A clearance letter will be obtained
from the SHPO once the contract award has been made.
Table 2. Federally Protected (E, T) and Species of Concern (FSC) Reported in Person County and
the Upper Tar River in western Granville County.
Common Name Scientific Name Federal
Status
Habitat
Currently
Present
Habitat-Post
Restoration

Bald Eagle Haliaeetus leucocephalus BGPA No No
Carolina darter Etheostoma collis lepidinion FSC No No
Pinewoods shiner Lythrurus matutinus FSC No No
Roanoke bass Ambloplites cavifrons FSC No No
Atlantic pigtoe Fusconaia masoni FSC No No
Dwarf wedgemussel Alasmidonta heterodon E No No
Green floater Lasmigona subviridis FSC No No
Yellow lampmussel Lampsilis cariosa FSC No No
Smooth Coneflower Echinacea laevigata E No Yes
Prairie birdsfoot-trefoil Lotis unifoliolatus var. helleri FSC No Yes
26
Sweet pinesap Monotropsis odorata FSC No No
Virginia quillwort Isoetes virginica FSC No No
BGP =: Bald and Golden Eagle Protection Act. E = Endangered denotes a species in danger
of extinction throughout all or a significant portion of its range. FSC = Federal Species of
Concern denotes a species under consideration for listing, for which there is insufficient
information to support listing at this time. These species may or may not be listed in the future.

No historic buildings or foundations were seen during initial field investigations. As such, there
are no anticipated impacts to cultural resources as a result of the proposed restoration actions.
If the project contract is awarded, MMI will conduct an environmental screening of the site
using the Categorical Exclusion Action Classification Form. This will insure no adverse impacts to
protected species or cultural resources from the proposed restoration actions.
5.2.5 . Site Constraints
There are no site constraints (utilities or easements) that would affect the scope of proposed
work at the TRHWR Site. There is adequate access across the site for construction and planting
crews and any necessary equipment or machinery. A farm vehicle crossing on the proposed
easement will be installed on the portion of the ditch south of the wetland restoration (Figure
4) at the existing vehicle crossing site, 200 ft upstream from the buffer restoration easement.
The stream within the buffer restoration easement (below the wetland restoration) is not a
FEMA regulated floodplain.

5.3 PROJECT DEVELOPMENT
5.3.1 Wetland Restoration Approach
The TRHWR Site provides an excellent opportunity for Riparian Wetland Restoration. The land
was cleared and ditched in the 1940s or earlier and has been used for livestock production for
many decades, a practice which continues to the present day. The areas underlain by hydric
soils are currently ditched and being using for grazing by cattle, which may have further
compacted the soils. The native hardwood vegetation is virtually absent (scattered mature
swamp white oak, willow oak, laurel oak, maple and sycamore trees remain, a few per acre)
and the site’s ability to infiltrate rainfall, filter nutrients and store baseflow is impaired.

Proposed work at the TRHWR Site involves Wetland Restoration, as the existing ditches (Figure
3) appear to be effectively draining the site during the growing season. Mr Huff reports that
the field remains wet for prolonged periods during winter. As an upland depression wetland
27
over dense clay with “perched” hydrology, it is not expected to have long durations of
groundwater saturation. The NC-NHP “Classification of the Natural Communities of North
Carolina” by Schafale & Weakley describes Upland Depression Swamp Forest as typically
situated in poorly drained broad upland flats with seasonal or intermittent saturation, with
stable climax forest communities maintained by their hydro-period.

The plan includes plugging the existing ditches (central north-south ditch and several lateral
ditches) with native clay excavated from the surrounding areas. The borrow material areas will
be designed to provide vernal pool habitats and will be planted with emergent herbaceous
vegetation such as sedges, rushes, seedbox, and cardinal flower. Soil in the wetland restoration
area will be mechanically ripped, but not deep enough to disrupt the natural hardpan subsoil
layers which support the hydrology. The idea is to create the necessary soil macro-pores but
not go too deep as to allow for surface hydrology to drain the wetlands. The micro-topography
will help retain surface flows, which are the primary source of hydrology. No soil ripping will
occur within 60 ft of mature trees to be preserved. The area will be planted with a diversity of
native wetland-adapted hardwood trees and shrubs as noted below. Included in the plant
material will be native swamp white oak and laurel oak tubelings generated from acorns
gathered at the site in the fall of 2015. These units will be germinated and prepared with the
assistance of Jesse Perry, the former Director of Public Programs at the NC Museum of Natural
Sciences who planned and developed the museum’s Prairie Ridge Ecostation and Arboretum.

The easement area which is connected to the approved Tar River Headwaters Buffer and
Nutrient Mitigation Bank will be protected in perpetuity, and monitored for 7 years for plant
survival, wetland hydrology stability and invasive species.

A preliminary assessment of hydrologic trespass was performed on the site. The current
movement of surface flood waters associated with the proposed wetland restoration area is
confined to the depressional valley and contained within the Huff parcel. Due to the forested
and undeveloped adjacent properties and the fact that the site is located at the top of the
drainage divide, the restoration activities will not create a potential for hydrologic trespass. The
area is not in a FEMA mapped floodplain.

5.3.2 Proposed Vegetation
The TRHWR Site permanent conservation easement will include a minimum of 5 acres but up to
7.5 acres if needed to generate the five wetland credits. The riparian wetland restoration target
natural community will be based on Upland Depression Swamp Forest and Mesic Hardpan
Forest community descriptions as described in Schafale and Weakley (1990) and nearby
reference communities including Denny Store Gabbro Forest. A list of potential tree and shrub
28
species to be planted is provided below. Excavated vernal pools will be planted with native
hydrophytic graminoids, wildflowers, and shrubs, species to be determined during the
reference site surveys. MMI is presently collecting acorns from the remaining Swamp White
Oaks and Laurel Oak on site to be germinated in containers and replanted following site
preparation. Non-native vegetation will be managed as needed.
Table 3. Potential Trees and Shrubs to be Planted (not Exclusive)
Common Name Scientific Name Wetland Indicator
Trees
River Birch Betula nigra FACW
Shagbark Hickory Carya ovata FACU
Green Ash Fraxinus pennsylvanica FACW
Tulip Poplar Liriodendron tulipifera FAC
Swamp White Oak Quercus bicolor FACW
Cherrybark Oak Quercus pagoda FACU
American Sycamore Plantanus occidentalis FACW
American Elm Ulmus americana FACW
Laurel Oak Quercus lauriafolia FACW
Pin Oak Quercus palustris FACW
American Hornbeam Carpinus caroliniana FAC
Shrubs
Buttonbush Cephalanthus occidentalis OBL
Spicebush Lindera benzoin FACW
Arrowwood Viburnum dentatum FACW
Deciduous Holly Ilex decidua FACW

Marking and Protecting of Easement Boundary

The easement boundary will be protected in perpetuity per the guidelines in RFP # 16-006476.
The terms of the conservation easement have been agreed upon by the landowners and
provides adequate protection for all resources proposed as part of the project. Marking and
protecting the easement boundary will utilize rebar and DMS standard aluminum caps and
signage on all easement corners. Livestock will be excluded using adequate fencing. Areas
adjacent to active pastures and agricultural fields will be marked using DMS conservation
easement signs and will be posted at all corners, gates, access points and at a minimum of 200-
foot intervals. All easement marking will be in accordance with specifications outlined in RFP #
16-006476.

29
5.4 PROPOSED MITIGATION CREDITS
The TRHWR Site will generate a minimum of five (5) Riparian Wetland Credits via Wetland
Restoration (Reestablishment and/or Rehabilitation), and will protect up to 7.5 acres of riparian
wetland area. The conservation easement will include additional area, including a 600 foot long
non-wetland riparian corridor (30 to 50 ft wide on each side of ditch) between the restored
wetland and the existing buffer restoration project to the south..

5.5 CURRENT OWNERSHIP AND LONG TERM PROTECTION
In August 2015 MMI acquired an Option to Purchase the rights to place a Conservation
Easement from the owners of the project site, Roy & Joyce Huff, valid for a period of one (1)
year from the closing date of the RFP. A copy of the recorded Memorandum of Option to
Purchase is attached. The Option to Purchase allows MMI to acquire and convey conservation
easements on portions of property which are needed for the mitigation plan. The land transfer
will be completed within 1 year of contract award. Upon project completion, conveyance of the
conservation easement to the State will provide long term protection of the mitigation site.

5.6 PROJECT SCHEDULE & PHASING
MMI has extensive stream and wetland restoration and mitigation banking experience and
understands the most recent mitigation requirements and standards including the recently
released “Stream and Wetland Monitoring Guidelines (February 2014)”, “As-Built Baseline
Monitoring Report Template (February 2014)” and “Annual Monitoring and Closeout Reporting
Template (February 2014)”. Accordingly, MMI is in a strong position to implement all work in a
timely and effective manner. Upon contract execution for the TRHWR Site, MMI will implement
the project schedule outlined in Table 4. The project schedule will be monitored in regular staff
meetings with the project manager. If the schedule is delayed by external conditions additional
staffing may be added to return the project into schedule compliance. Continuous coordination
with all sub-consultants and contractors on the project will insure project task items are
delivered on time.
Table 4. Proposed Project Schedule (Based on a starting date of April 1, 2016)

Task
Number Project Milestone
Time of
Completion from
execution of
contract date
Scheduled
Completion Date
(assuming 04-01-16
start date)
1 Categorical Exclusion Document 3 months June 1, 2016
30
Task
Number Project Milestone
Time of
Completion from
execution of
contract date
Scheduled
Completion Date
(assuming 04-01-16
start date)
2 Submit Recorded Conservation Easement 6 months September1, 2016
3 Mitigation Plan Approved and Financial Assurance 8 months November 1, 2016
4 Mitigation Site Earthwork completed 1 year, 6 months September 1, 2017
5 Mitigation Site Planting and Installation of
Monitoring Devices 1 year, 8 months November 1, 2017
6 Baseline Monitoring Report (including As-Built
Drawings) Approved by EEP 1 year, 10 months January 1, 2018
7 Submit Monitoring Report #1 to EEP 2 years, 6 months December 31, 2018
8 Submit Monitoring Report #2 to EEP 3 years, 6 months December 31, 2019
9 Submit Monitoring Report #3 to EEP 4 years, 6 months December 31, 2020
10 Submit Monitoring Report #4 to EEP 5 years, 6 months December 31, 2021
11 Submit Monitoring Report #5 to EEP 6 years, 6 months December 31, 2022
12 Submit Monitoring Report #6 to EEP 7 years, 6 months December 31 2023
13 Submit Monitoring Report #7 to EEP and
complete project Close-Out process 8 years, 9 months March 31, 2024

5.7 SUCCESS CRITERIA
5.7.1 Vegetative Success Criteria
In order to determine success across the site, vegetation-monitoring quadrants will be installed
and monitored across the site in accordance with the Carolina Vegetation Survey (CVS) EEP
Protocol for Recording Vegetation, VERSION 4.0 and/or “Stream and Wetland Monitoring
Guidelines (February 2014)”. The number and locations of the permanent monitoring
quadrants will be established within the areas enhanced by planting. The total number and
location of vegetation plots surveyed will be determined during the final design phase but will
cover approximately 1 plot per acre (approximately 5 plots). Vegetation monitoring quadrants
will not be installed within the established wooded areas of the site. Vegetation monitoring will
occur in the fall (between September and November), prior to the loss of leaves.
Annual monitoring will track the growth and vigor of both planted and volunteer species. The
success criteria for preferred species in the restoration areas will be based on annual and
cumulative survival and growth over seven years. Final success criteria will require the survival
of 260 planted hardwood trees per acre at the end of year seven of the monitoring period.
31
5.7.2 Hydrologic Success Criteria
Immediately upon contract award, MMI will install six (6) self-reading groundwater monitoring
gauges to gather pre-restoration data to assist with water budget analysis. These six gauges will
be pulled during construction and replaced immediately after restoration activities have been
completed. The gauges will determine the groundwater and surface hydrology during the
monitoring period. The restored hydrology will need to be between 5% and 12.5% of the
growing season depending on final mitigation plan approval. Hydrographs will be prepared for
the annual monitoring reports to demonstrate that we have achieved the desired wetland
hydrology. Success criteria will be determined in more detail in the approved mitigation plan.
5.7.3 Remedial Actions
During the annual review, the entire project reach will be evaluated for any potential problem
areas and photographs will be taken to document the degree and severity of stressors.
Potential issues at the TRHW Site may include the encroachment of invasive plant species
and/or survival rates for planted material. In the event that the site or a specific component of
the site fails to achieve the defined success criteria, MMI will develop necessary adaptive
management plans and/or implement appropriate remedial actions for the site, in coordination
with NCDMS and the review agencies. In particular, MMI will ensure that invasive plants and
plant survival are actively monitored and managed for the duration of the project.
5.7.4 Monitoring Reports
Monitoring methodology and locations of gauges and vegetation plots will be described in
detail in the Baseline Monitoring Report. The annual monitoring report will be submitted to
DMS by December 31 of each monitoring year. Visual assessments, biological results, physical
results, species survival, diversity and tree health will be reported in each subsequent Annual
Monitoring Report. The reports will follow the appropriate DMS “Stream and Wetland
Monitoring Guidelines (February 2014); “As-Built Baseline Monitoring Report Template
(February 2014)” and “Annual Monitoring and Closeout Reporting Template (February 2014)”.

6.0 Quality Control
Quality control procedures during planning, permitting, implementation and post-construction
monitoring require a team comprised of appropriately trained individuals, working to ensure
that the proper survey and DMS procedures are followed. After construction, most restoration
projects go through a period of adjustment and it is vital that the provider identifies problems
32
that need repair work, noting that some small issues may be able to repair themselves. As with
all projects, the plans, reports and permit applications are prepared by one individual and then
checked by two to ensure that they are clear and effectively convey the requisite information
accurately. The project manager is essential in keeping the project on track in terms of budget,
timeline and coordination with NCDMS.
The MMI Team strives to reduce the risk and consequences of design errors; help us grow by
promoting reliable processes; improve productivity and efficiency; promote the quality and
reliability of our services; improve the financial performance of our operations; increase client
confidence and loyalty; and support regulatory compliance. The MMI Quality Management
System (MMI QMS) interprets the work practices in MMI and its subcontractors using industry
standards. The MMI QMS is designed to help introduce new employees to the organization's
practices for planning, managing people, client satisfaction, practice management, managing
subconsultants and for continual improvement.
MMI developed and has implemented a project management framework that establishes a
series of processes to ensure that projects are managed effectively and meet or exceed the
terms of the contract. All projects are audited quarterly to ensure that the processes are
followed and that there is documentation that the processes were followed. MMI’s Project
Managers are highly skilled, experienced professionals extremely versed in all aspects of project
management. Project manager qualification at MMI, requires one to thoroughly understand
our internal quality control programs and demonstrate the following skills, capabilities and
strengths:
Experience in planning, implementing, managing and controlling projects/programs
involving multidisciplinary project teams from start to finish;
Strong ability to seamlessly integrate into the owner's project team;
Proficiency in implementing effective communications and reporting processes;
Awareness to the needs and concerns of all project stakeholders; and
Understanding of project vision and an dedication to achieving the project goals.

Our project management approach ensures effective project management through all phases
of the project including pre-project planning, scoping, budgeting, scheduling, design,
procurement, construction/commissioning management, project controls, and project
accounting and administration.
MMI believes that a project manager’s best approach for managing a successful and productive
team is through effective leadership using a communication-based approach. These combined
processes motivate employees to perform their tasks and responsibilities in a professional
manner and that project objectives are met and/or exceeded. In support of this corporate
33
philosophy, MMI is developing formal internal project management manuals dedicated to
carrying out our work assignments. These ensure adherence to corporate QA/QC and enable
roles, organizational issues and conflict resolution to be managed effectively.

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