20180198 Ver 1_Mitigation Technical Report_20180208

WILDLANDS
ENGINEERING
September 2l, 2017
Ms. Kathy Dale
NC DEQ -Division of Mitigation Services
217 West Jones Street, Suite 3409-J
Raleigh, NC 27603
RE: Wildlands Engineering, Inc. Proposal—Sassarixa Swamp Mitigation Site
Neuse River Basin Cataloging Unit 03020201; Johnston County, NC
In response to RFP 16-007279 — Full Delivery Project
dear Ms. Dale:
As the authorized representative of Wildlands Engineering, Inc. (Wildlands), I am pleased to presentto
the NC Division of Mitigation Services (DMS) the following proposal to provide stream mitigation units in
the Neuse River Basin (Cataloging Unit 03020201) in response to RFP 16-007279. This proposal is a firm
offer from Wildlands and shall remain open for acceptance by the NC Department of Environmental
Quality (DEQ) until March 20, 2018, which is 180 days from the closing date of the above -referenced
RFP.
As a fully licensed engineering firm, Wildlands will serve as the contracting entity and lead designer with
Turner Land Surveying providing professional surveying services. The key individuals on the Wildlands
Team have worked together on numerous projects over multiple years and will operate smoothly as a
cohesive unit.
Wildlands is committed to creating an excellent ecological restoration project at the Sassarixa Swamp
Mitigation Site and is proposing two options on the Site: Option 1 provides 8,558 SMUs, and Option 2
provides 7,733 SMUs.
Sassarixa Creek
and four unnamed tributaries to Sassarixa Creek (T1, T1A, T2, and T3), along with six
unnamed tributaries to Black Creek (T4, T5, TSA, TSB, TSC, and T6) have been degraded by livestock
access, bank trampling, buffer grazing, and channelization. This project will improve water quality and
ecology through stream and habitat restoration, enhancement, and preservation resulting in a decrease
in nutrient and sediment loads from the project site and improved aquatic and terrestrial habitat onsite.
Wildlands' Sassarixa Swamp Mitigation Site submittal includes two signed, original Technical Proposals,
five photocopies of the Technical Proposal, two USB flash drives of the Technical Proposal, one USB flash
drive of the Project Site boundaries in ArcGIS format, two signed, original Cost Proposals, and two
photocopies of the Cost Proposal. All paper contained within this proposal is 100% recycled, 30% post-
consumer content.
With our diverse, yet unified team we offer the expertise, understanding, and commitment to ensure
this
Sincerely,
John H
W
Engineering, Ina (P) 704.332.7754 (FI704.332.3306 14305outh Mint St, Suite 104 Charlotte, NC 28203

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
``Nothing Compares.
NORTH CAROLINA
STATE OF NORTH CAROLINA
Request for Proposal #
16-007279
For internal State agency processing, including tabulation of proposals in the Interactive Purchasing System
(IPS), please provide your company's Federal Employer Identification Number or alternate identification number
(e.g. Social Security Number). Pursuant to G.S. 132-1.10(b) this identification number shall not be released to
the public. This page will be removed and shredded, or otherwise kept confidential, before the procurement file
is made available for public inspection.
This page is to be filled out and returned with your proposal.
Failure to do so may subject your proposal to rejection.
ID Number:
56-0651376
Federal ID Number or Social Security Number
Wildlands Engineering, Inc.
Vendor Name
Ver: 9/30/16 Page 2 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
STATE OF NORTH CAROLINA
Department of Environmental Quality
Division of Mitigation Services
Refer A! I Inquiries regarding this RFP
Request for Proposal # 16-007279
to:
Kathy Dale
n/a
Proposals will be publicly opened: September 21, 2017 @ 2:00 pm
Contract Type: Open Market
TELEPHONE NUMBER:
Email: kathy.dale(WrIcdenr.aoy
Commodity No. and Description: 962-73 Restoration /
Reclamation Services of Land and other Properties
[phone]
Using Agency: Division of Mitigation Services
Phone: [phone]
n/a
Requisition No.: NIA
EXECUTION
In compliance with this Request for Proposals, and subject to all the conditions herein, the undersigned Vendor offers and agrees to
furnish and deliver any or all items upon which prices are bid, at the prices set opposite each item within the time specified herein. By
executing this proposal, the undersigned Vendor certifies that this proposal is submitted competitively and without collusion (G.S. 143-
54), that none of its officers, directors, or owners of an unincorporated business entity has been convicted of any violations of Chapter
78A of the General Statutes, the Securities Act of 1933, or the Securities Exchange Act of 1934 (G.S. 143-59.2), and that it is not an
ineligible Vendor as set forth in G.S. 143-59.1. False certification is a Class I felony. Furthermore, by executing this proposal, the
undersigned certifies to the best of Vendor's knowledge and belief, that it and its principals are not presently debarred, suspended,
proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal or State department or
agency. As required by G.S. 143-48.55 the undersigned Vendor certifies that it, and each of its sub -Contractors for any Contract awarded
as a result of this RFP, complies with the requirements of Article 2 of Chapter 64 of the NC General Statutes, including the requirement
for each employer with more than 25 employees in North Carolina to verify the work authorization of its employees through the federal E -
Verify system. G.S. 133-32 and Executive Order 24 (2009) prohibit the offer to, or acceptance by, any State Employee associated with
the preparing plans, specifications, estimates for public Contract; or awarding or administering public Contracts; or inspecting or
supervising delivery of the public Contract of any gift from anyone with a Contract with the State, or from any person seeking to do
business with the State. By execution ofthis response to the RFP, the undersigned certifies, for yourentire organization and its employees
or agents, that you are not aware that any such gift has been offered, accepted, or promised by any employees of your organization.
Failure to execute/sign
proposal prior to submittal shall render proposal invalid and it WILL BE REJECTED. Late
proposals cannot be accepted.
VENDOR:
Wildlands Engineering, Inc.
STREET ADDRESS:
P.O. BOX:
ZIP:
1430 S. Mint Street Suite 104
n/a
28203
CITY & STATE & ZIP:
TELEPHONE NUMBER:
TOLL FREE TEL. NO:
Charlotte, NC 28203
[phone]
n/a
PRINCIPAL PLACE OF BUSINESS ADDRESS IF DIFFERENT FROM ABOVE (SEE INSTRUCTIONS TO VENDORS ITEM #10):
n/a
PRINTTITLE OF PERSON SIGNING ON BEHALF OFVENDOR:
FAX NUMBER:
IM
Jo Litton Vice President
[phone]
VEND AUTH IZ ATURE:
DATE:
EMAIL:.
09/21/2017
hutton wildlandsen .com
Offer vali for at lea 80 days from date of proposal opening. After this time, any withdrawal of offer shall be made in writing, effective
upon rec ipt by the gency issuing this RFP.
ACCEPTANCE OF PROPOSAL
If any or all parts of this proposal are accepted by the State of North Carolina, an authorized representative of the Departmentof
Environmental Quality shall affix his/her signature hereto and this document and all provisions of this Request for Proposal along with
the Vendor proposal response and the written results of any negotiations shall then constitute the written agreement between the
parties. A copy of this acceptance will be forwarded to the successful Vendor(s).
FOR STATE USE ONLY: Offer acce
Ver: 9/30/16 Page 3 of 44
pted and Contract awarded this
_day of
, 20, as indicated on the
attached certification,
by
. (Authorized Representative of DEQ).
Ver: 9/30/16 Page 3 of 44

Mlrigatlon Services
ENV IRON MENTAL OVAL IT
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelmy
July 25, 2017
THIS ADDENDUM MUST BE RETURNED WITH YOUR TF_i:HNI(:AI pRnPncni
This correspondence serves as an addendum to the subject RFP. Your response to this RFP should be governed
by the content of the original RFP and the additional information provided in this addendum notice.
SECTION 1
QUESTIONS &ANSWERS
Question #1:
The HU 03020201-080020 is shown as a TLW from which mitigation credits are being requested on the
maV included in the RFP but not listed on the accompanying table. Please confirm if the map or the table
is correct.
Answer: HUC # 03020201080020 was previously omitted from the table but is included in the map.
An amended table is provided in Attachment A of this Addendum.
QUESTION #2:
As the pre -proposal meeting representative for Restorations Systems, 1 had one question regarding RFP
#16-007279. As I have come to understand in the past, if a site is found outside of a Targeted Local
Watershed, but would provide 10,000+ feet of mitigation, the site would still be considered, or scored in
an alternate manner. So my question is, is a similar allowance or consideration a part of this RFP as well
or is that not the case this round of proposals?
Answer: In previous Full Delivery
RFPs, DMS has received IRT approval to accept projects located
outside of targeted areas. This allowance was only in select basins, and was described in the
applicable RFP. DMS did not receive prior approval for such an allowance in this RFP, therefore
sites that are submitted must be in TLW as indicated in RFP.
QUESTION #3
Section 3.0, question 3 of the Technical Evaluation Scoresheet seems to be cul off in multiple locations.
The question is cut off and all four the answer options. Please clarify.
Answer: A corrected scoresheet is provided below.
RFP 16-007279 Page 1 of 5
RFP NO,
16-007279
RFP TITLE:
Full Delivery Projects To Provide Stream and Wetland
Mitigation Credits Within Cataloging Unit 03020201 of
the Neuse River Basin
ADDENDUM NO.
1
USING
Division of Mitigation Services
AGENCY:
PURCHASER
KATHY DALE
OPENING
September 21, 2017 @ 2:00 P.M.
DATE/TIME:
This correspondence serves as an addendum to the subject RFP. Your response to this RFP should be governed
by the content of the original RFP and the additional information provided in this addendum notice.
SECTION 1
QUESTIONS &ANSWERS
Question #1:
The HU 03020201-080020 is shown as a TLW from which mitigation credits are being requested on the
maV included in the RFP but not listed on the accompanying table. Please confirm if the map or the table
is correct.
Answer: HUC # 03020201080020 was previously omitted from the table but is included in the map.
An amended table is provided in Attachment A of this Addendum.
QUESTION #2:
As the pre -proposal meeting representative for Restorations Systems, 1 had one question regarding RFP
#16-007279. As I have come to understand in the past, if a site is found outside of a Targeted Local
Watershed, but would provide 10,000+ feet of mitigation, the site would still be considered, or scored in
an alternate manner. So my question is, is a similar allowance or consideration a part of this RFP as well
or is that not the case this round of proposals?
Answer: In previous Full Delivery
RFPs, DMS has received IRT approval to accept projects located
outside of targeted areas. This allowance was only in select basins, and was described in the
applicable RFP. DMS did not receive prior approval for such an allowance in this RFP, therefore
sites that are submitted must be in TLW as indicated in RFP.
QUESTION #3
Section 3.0, question 3 of the Technical Evaluation Scoresheet seems to be cul off in multiple locations.
The question is cut off and all four the answer options. Please clarify.
Answer: A corrected scoresheet is provided below.
RFP 16-007279 Page 1 of 5

QUESTION t/4
Section 4.0, question 2 of the Technical Evaluation Scoresheet: the first answer option seems to be cut off.
Please clarify.
Answer: A corrected scoresheet is provided below.
QUESTION #5
Section 2.0
of
the Technical Evaluation Scoresheet:
Are the Stream SMU focus points the total
points from
questions
1-4
of Section 2?
conservation easement doc. However, the RFP states to use the 9/4/14 template.
Answer: Yes.
CLARIFICATION
1) The following URL is an interactive map specific for this RFP
https•//ncdenr maps arcgis comlapps/webappviewer/index htmf�id=950079d8f1c24306b3fa98e119ead1da
2) Atfachment I -Technical Evaluation Scoresheet, page 43 of 44.
Section 3, Question 3 previously illegible.
See Attachment B for Sections 3 & 4 of scoresheet
3) The
RFP states that contractor "must use
latest templates, found on
DMS website" (Section
2.6).
The spreadsheet from the hyperlink
has later versions (4/26/15
and 5/5/17) of the
conservation easement doc. However, the RFP states to use the 9/4/14 template.
Vendors shall use the appropriate conservation easement template as defined in the RFP. Do
not use the 914114 template.
PLEASE NOTE —THIS ADDENDUM MUST BE RETURNED WITH YOUR TECHNICAL PROPOSAL
SECTION 2
Check ONLY ONE of the following categories and if required, return one properly executed copy of
this addendum prior to bid opening time and date.
❑ Bid has already been mailed. Changes resulting from this addendum are attached.
❑ Bid has already been mailed. NO CHANGES resulted from this addendum.
® Bid has NOT been mailed and ANY CHANGES resulting from this addendum are included in
our offer.
RFP 16 OQ7279 Page 2 of 5

SECTION 3
Execute Addendum:
BIDDER: Midlands Engineering, Inc.
ADDRESS (CITY &STATE): 143 MI
AUTHORIZED SI
NC 28203
09/21 /2017
Note:
It
is the offeror's
responsidility to
choose the appropriate delivery
method to guarantee that the
offer
is
received by the
Issuing Agency
by the Opening Date/Time noted
in the RFP.
DELIVERED BY US POSTAL SERVICE
(Mail at least 7 business days prior to Bid
Closing Date)
DELIVERED BY ANY OTHER MEANS (UPS / FEDEX /
ETC.)
(Suggestion: Request Signature Receipt)
SEALED BID
SEALED BID
RFP 16-007279
RFP 16-007279
NC DEPT ENVIRONMENTAL QUALITY
NC DEPT ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
ATTN: KATHY DALE
1652 MAIL SERVICE CENTER
217 W. JONES STREET, SUITE 3409)
RALEIGH NC 276994652
RALEIGH NC 27603
IT IS THE OFFER'S RESPONSIBILITY TO CONTINUOUSLY CHECK FOR ADDENDA UP TO THE LAST
POSTED OPENING DATE/TIME AND TO ASSURE THAT ALL ADDENDA HAVE BEEN REVIEWED,
SIGNIGNED AND RETURNED IF REQUIRED,
RFP 16-007279 Page 3 of 5

A'I"TACHMENT A
Neuse 03020201 Full Delivery RFP
Targeted Watersheds for Cataloging Unit 03020201
HUC#
LWP
RWP
HUC#
LWP
RWP
03020201010030
No
No
03020201100040
No
Yes
03020201010050
No
No
03020201100050
No
Yes
03020201020010
No
No
03020201110010
Yes
Yes
03020201020020
No
No
030202_01110020
Yes
Yes
03020201020040
No
No
03020201110030*
No
Yes
03020201030030
No
No
03020201110040
No
Yes
03020201030020
No
No
03020201110050
No
Yes
03020201030040
No
No
03020201110060*
No
Yes
03020201030050
No
No
03020201110070
No
Yes
03020201040020
No
No
03020201120010
No
Yes
03020201050010
Yes
No
03020201120020
No
Yes
03020201050020
Yes
No
03020201120030
No
Yes
03020201050030
Yes
No
03020201130030
No
No
03020201060010
Yes
No
03020201140010
No
No
03020201060020
No
No
03020201150010
No
No
03020201065030
No
No
03020201150020
No
No
03020201065040
No
No
03020201150040
No
No
03020201070060
No
No
03020201150050
No
No
03020201070070
No
No
03020201160010
No
No
03020201070080
No
No
03020201180010
No
No
03020201070110
No
No
03020201180020
Yes
Yes
03020201080020
No
No
03020201180030*
No
Yes
03020201090010
No
No
03020201180040*
No
Yes
03020201100010
Yes
Yes
03020201180050
Yes
Yes
03020201100020
Yes
Yes
03020201200030
No
No
03020201100030
Yes
Yes
*Targeted Resource Areas (Habitat)
RFP 16-007279 Page 4 of 5

ATTACHMENT B
Section 3.0 - Implementation and Risk Module [35 Points Possible] REQUIRED
1
Does the proposed stream project provide
Less than 25% of the RFP request (mitigation quantities?) 1 point
Between 25 -500/ of the RFP request? 2 points
Between 51- 90% of the RFP request? 5 points
Greater than 90% of the RFP request? 10 points
2
Does the proposed wetland project provide
Less than 15% of the RFP request (mitigationquantities?) 1 point
Between 15 - 25% of the RFP request? 2 points
Between 26 - 50% of the RFP request? 5 points
Greater than 50% of the RFP request? 10 points
3
Physical constraints or barriers (Le, utilities, culverts, property lines, easements, managed areas, eta) that
affect project design and effectiveness. [Percentages calculated based upon adding total linear footage of
crossings, roadways, utilities, or reduced buffer; divided by total linear footage.)
X10 %of the total project footage is segmented by crossings, roadways, Or utility
rights of way. 1 point
5-10 % of the total project footage is segmented by crossings, roadways, or utility
rights of way. 5 points
< 5% of the total project footage is segmented by crossings, roadways, or utility
rights of way. 10 points
Project is not affected by crossings, roadways, and/or utilities; or project with
existing constraints removes or relocates the constraints or barriers such that the
design Is not significantly affected by the constraint(s). 15 points
Section 4.0 - Provider Experience [15 Points Possible] REQUIRED
1
Similar mitigation projects completed by the Offeror (through at least 3 years of monitoring).
Completed less than 5 mitigation projects. 2 points
Completed more than 5 mitigation projects. 5 points
2
Experience of Project Team (people actually completing work)
Project team contains at least two individuals with mitigation experience specific to
project evaluation, acquisition, design, construction, and monitoring.
2 points
All of the above and at least two projects brought to successful regulatory closure
with the Interagency Review Team (IRT). 10 points
REQUIRED SECTIONS TOTAL
[2F[' 11i -00727y Page 5 of 5

ROY COOPER
Goremor
dd
MICHAEL S. REGAN
1CM Secretary
Mitigation Services
ENV IRON MENTAL OUAL IT
August 97 2017
THIS ADDENDUM MUST 8E RETURNFn WITH vnl IR -r1=cNNir•.ni atznpncei
RFP NO.
16-007279
RFP TITLE:
Full Delivery Projects To Provide Stream and Wetland
by the content of the original
RFP and the additional
information provided in this addendum notice.
Mitigation Credits Within Cataloging Unit 03020201 of
the Neuse River Basin
ADDENDUM NO.
2
USING
Division of Mitigation Services
AGENCY:
PURCHASER
KATHY DALE
OPENING
September 21, 2017 @ 2:00 P.M.
DATE/TIME:
This correspondence serves
as an addendum to the
subject RFP. Your response to this RFP should
be governed
by the content of the original
RFP and the additional
information provided in this addendum notice.
is 32,000.
SECTION 1- ADDITIONAL NEEDS:
DMS wishes to
increase the need for stream credits
by
7,000
credits;
The new total request for
stream credits
is 32,000.
SECTION 2
Check ONLY ONE of the following categories and if required, return one properly executed copy of
this addendum prior to bid opening time and date.
❑ Bid has already been mailed. Changes resulting from this addendum are attached.
❑ Bid has already been mailed. NO CHANGES resulted from this addendum.
® Bid has NOT been mailed and ANY CHANGES resulting from this addendum are included in
our offer.
SECTION 3
Execute Addendum:
BIDDER: Wildlands Engineering, Inc.
ADDRESS (CITY &STATE): 143CySfylint Stfekt, jA
uite 104, Charlotte, NC 28203
AUTHORIZED SIGNATURE: /1✓1/l� %17`h DATE: 09/21/2017
RFP 16-007279 Page 1 of 2

PLEASE NOTE --THIS ADDENDUM MUST BE RETURNED WITH YOUR TECHNICAL PROPOSAL
Note:
It
is the offeror's
responsibility to
choose the appropriate delivery
method to guarantee that the
offer
is
received by the
Issuing Agency
by the Opening Date/Time noted
in the RFP.
DELIVERED BY US POSTAL SERVICE
(Mail at least 7 business days prior to Bid
Closing Date)
DELIVERED BY ANY OTHER MEANS (UPS I FEDEX I
ETC.)
(Suggestion: Request Signature Receipt)
SEALED BID
SEALED BID
RFP 16-007279
RFP 16-007279
NC DEPT ENVIRONMENTAL QUALITY
INC DEPT ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
ATTN: KATHY DALE
1652 MAIL SERVICE CENTER
217 W. JONES STREET, SUITE 3409J
RALEIGH NC 27699-1652
RALEIGH NC 27603
IT IS TI1E OFFER'S RESPONSIBILITY TO CONTINl10USLY CHECK FOR ADDENDA UP TO THE LAST
POSTED OPENING DATEITIME AND TO ASSURE THAT ALL ADDENDA HAVE BEEN REVIEWED,
SIGNIGNED AND RETURNED IF REQUIRED.
RFP 16-OOi279 Page 2 of 2

Mttlgat(on Services
ENVIRONMENTAL QUALITY
ROY COOPER
Gmlernor
MICHAEL S. REGAN
Secrelarr
August 31, 2017
THIS ADDENDUM MUST BE RETURNED WITH YOUR TECHNICAL PROPOSAL
RFP NO.
16-007279
RFP TITLE:
Full Delivery Projects To Provide Stream and Wetland
❑
Bid
has already been mailed.
Mitigation Credits Within Cataloging Unit 03020201 of
®
Bid
has NOT been mailed and
the Neuse River Basin
ADDENDUM NO,
3
USING
Division of Mitigation Services
AGENCY:
PURCHASER
KATHY DALE
OPENING
September 21, 2017 @ 2:00 P.M.
DATE/TIME:
This correspondence serves as an addendum to the subject RFP. Your response to this RFP should be governed
by the content of the original RFP and the additional information provided in this addendum notice.
SECTION 1
Additional Needs:
DMS wishes to increase the Riparian Wetland Credits by an additional 9 credits, this will make the
new total request 35. Please plan your bid responses accordingly.
SECTION 2
Check ONLY ONE of the following categories and if required, return one properly executed copy of
this addendum prior to bid opening time and date.
❑
Bid
has already been mailed.
Changes resulting from this addendum are attached.
❑
Bid
has already been mailed.
NO CHANGES resulted from this addendum.
®
Bid
has NOT been mailed and
ANY CHANGES resulting from this addendum are included in
our
offer.
SECTION 3
Execute Addendum:
ADDRESS (CITY &
AUTHORIZED SIGNA
Suite 1
09/21 /2017
RFP 16-007279 f Page 1 of 2

Note:
It
is the offeror's
responsibility to
choose the appropriate delivery
method to guarantee that the
offer
is
received by the
Issuing Agency
by the Opening Date/Time noted
in the RFP.
DELIVERED BY US POSTAL SERVICE
(Mail at least 7 business days prior to Bid
Closing Date)
DELIVERED BY ANY OTHER MEANS (UPS I FEDEX /
ETC.)
(Suggestion: Request Signature Receipt)
SEALED BID
SEALED BID
RFP 16-007279
RFP 16-007279
NC DEPT ENVIRONMENTAL QUALITY
NC DEPT ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
ATTN: KATHY DALE
1652 MAIL SERVICE CENTER
217 W. JONES STREET, SUITE 3409-J
RALEIGH NC 27699-1652
RALEIGH NC 27603
IT IS THE OFFER'S RESPONSIBILITY TO CONTINUOUSLY CHECK FOR ADDENDA UP TO THE LAST
POSTED OPENING DATE/TIME AND TO ASSURE THAT ALL ADDENDA HAVE BEEN REVIEWED,
SIGNIGNED AND RETURNED IF REQUIRED.
RFP 16-007?.79 Page 2 of 2

PART D - Executive Summary
Wildlands Engineering, Inc. (Wildlands) is proposing two options to provide Stream Mitigation Units
(SMUs) for the service area for the Neuse River Basin Cataloging Unit (CU) 03020201 at the Sassarixa
Swamp Mitigation Site in Johnston County, NC. Option 1 provides 8,558 SMUs and an 63 -acre
conservation easement, and Option 2 provides 7,733 SMUs and a 53 -acre conservation easement.
Wildlands has recorded options to acquire a conservation easement on the Site. The project will involve
the restoration, enhancement, and preservation of Sassarixa Creek and four unnamed tributaries (T1,
T1A, T2, and T3), and up to six unnamed tributaries to Black Creek (T4, T5, TSA, TSB, TSC, and T6), all of
which flow to Holts Lake downstream of the project area.
The proposed project is located on several adjacent
properties that have been owned and operated by a
single family in agriculture (specifically livestock
production) since the 1850s. Livestock have had
continuous access to streams on site and their
impact is evident through bank trampling, mass
wasting of bank material, fecal coliform inputs, and
a lack of understory vegetation in forested buffers.
Site streams are in various stages of evolution, with
a predominant condition of incision and extensive
erosion from livestock impacts. Restoration
activities on the Site will directly and indirectly
address watershed stressors identified in the Neuse
River Basinwide Water Quality Plan by excluding
livestock on all stream reaches, creating stable stream banks, restoring meandering pattern, and
restoring a forested buffer. This project will slow surface runoff, remove farm ponds, provide shade to
streams, and reconnect the streams to their historic floodplains and riparian wetlands, which will reduce
sediment and nutrient loading. In addition, restoration will provide and improve instream and terrestrial
(riparian) habitats while improving stream stability and overall hydrology. The specific evaluation criteria
outlined in the Division of Mitigation's (DMS's) Request for Proposals will be met as summarized in Part
G of this proposal.
In summary, the restoration plan for the Site will include the following:
• Generation 7,733 to 8,558 SMUs through restoration, enhancement, and preservation;
• Exclusion of livestock from stream and riparian buffers;
• Protection for stream channels from further channel manipulation and vegetation impact for
agricultural purposes;
• Reduction of sediment and nutrient loadings by filtering overland runoff from agricultural fields
and providing treatment through protected buffers;
• Enhancement of habitat functions through in -stream structures and native riparian buffers;
• Conservation of up to 63 acres of restored land in perpetuity.
Sassarixa Swamp Mitigation Site - PART D
Wildlands Engineering, Inc. Page D.1

PART E - Corporate Background and Experience
1.0 Corporate Background
The Wildlands Team is a multidisciplinary group of professionals that brings together the expertise
necessary to create outstanding ecological restoration projects in a timely and cost-effective manner.
Wildlands, the primary offeror, is headquartered in Charlotte, NC. Wildlands has offices in Charlotte, NC;
Raleigh, NC; Asheville, NC; Charleston, SC; and Fairfax, VA. Our 38 employees dedicated to
environmental restoration have positioned Wildlands as a leader in ecosystem restoration in the
southeastern United States.
Wildlands has teamed with Turner Land Surveying (Turner) for survey and easement services for the
Sassarixa Swamp Mitigation Site. Turner is a full service professional land surveying firm located in
Swannanoa, NC. Turner has worked on a variety of projects with Wildlands staff and their experience
includes geomorphic assessment surveys, conservation easement platting & monumentation,
establishing site control (conventional & GPS), creation of 3D -models for restoration projects built using
GPS machine control equipment, and as -built surveys. Early coordination and frequent communication
ensures that everyone understands their role in the project and can complete tasks in a timely and
efficient manner.
Wildlands will use one of the following five contractors specializing in stream work:
• Backwater Environmental, based in Pittsboro, NC
• Carolina Environmental Contracting, Inc., based in Mount Airy, NC
• Land Mechanic Designs, Inc., based in Willow Spring, NC
• North State Environmental, Inc., based in Winston Salem, NC
• River Works, Inc., based in Cary, NC
2.0 Ability to Complete all Phases of the Proposal
Wildlands' success is owed to the skills and abilities of its diverse and
talented staff. Wildlands' staff expertise includes planning, ecology,
biology, economics, civil engineering, real estate, AutoCAD, Geographic Information System (GIS), land
management, environmental consulting, and habitat construction. Our collection of professionals allows
for a seamless approach to planning, permitting, design, construction, and management of restoration
projects. We fully understand the permitting process at the federal, state, and local level. Wildlands has
five NC Certified Floodplain Managers (CFMs) on staff to address local, state, and FEMA floodplain
permitting requirements. We have extensive experience with categorical exclusions, 401/404
permitting, and sediment and erosion control plans.
3.0 Similar Projects
Wildlands has completed numerous projects involving stream restoration, wetland restoration, and
_ mitigation banking. Several of these projects are summarized below.
Devil's Racetrack Mitigation Site, Johnston County, NC- Wildlands is
currently performing ecological restoration work at a site in Johnston
County, east of the Town of Four Oaks. The full -delivery project will
provide 18,527 SMUs and 67.0 Riparian WMUs on several unnamed
tributaries to the Neuse River for DMS. The project includes categorical
exclusion documentation, existing conditions assessment, landowner
coordination, conservation easement acquisition, stream and wetland
restoration design, permitting, construction, and seven years of post-
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc.
Page E.1

construction monitoring. Construction of the project was completed in
early 2014 and the project is currently in the fourth year of post -
construction monitoring.
Martin Dairy Stream Mitigation Site, Orange County, NC- Wildlands is
currently working on this project that will provide over 2,000 SMUs to
the Neuse River basin through the design of a stream and wetland
complex. The project includes stream restoration design, riparian buffer
re-establishment, and improvement of aquatic organism passage
through two culverts at the upstream project limits. The existing
culverts currently act as barriers to local fish and mussel species. The
project has high visibility from residential houses and a main road, and
will include a riparian corridor designed for aesthetics, as well as
ecological function. A variety of flowering tree species will be
interspersed throughout the project, along with flowering herbaceous
ground cover. Construction on this project was completed in the
summer of 2017.
Little Troublesome Creek Mitigation Site, Rockingham County, NC -
Wildlands is currently performing ecological restoration work at a site in
Reidsville, NC. The full -delivery project will provide 4,900 SMUs and 12.7
WMUs on Little Troublesome Creek, Irvin Creek, and one of its unnamed
tributaries in the Cape Fear river basin for DMS. The project includes
categorical exclusion documentation, existing conditions assessment,
landowner coordination, conservation easement acquisition, stream
and wetland restoration design, permitting, construction, and five years
of post -construction monitoring. Wildlands also performed detailed
hydraulic modeling of the proposed restoration design for CLOMR and
LOMR submittals to satisfy FEMA requirements This project is currently
in the close-out phase.
Norkett Branch Stream Mitigation Site, Union County, NC- Wildlands is
developing a full -delivery project in rural Union County on Norkett
Branch and four tributaries. The project is expected to provide 10,098
SMUs for DMS in the Yadkin river basin. The project includes existing
site assessment, conservation easement acquisition, permitting, stream
restoration design, construction, and seven years of post -construction
monitoring of geomorphic stability and vegetation. Detailed hydraulic
modeling was completed for CLOMR and LOMR approvals. Two
stormwater Best Management Practices (BMPs) were constructed to
treat headwater agricultural runoff and will provide SMU credits. This
project is currently in the fourth year of post -construction monitoring.
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc. Page E.2

Agony Acres Stream and Buffer Mitigation Site, Guilford County, NC-
Wildlands is currently performing ecological restoration work for DMS
at a full -delivery site in Guilford County, north of the Town of
Gibsonville. The project is expected to provide 6,488 SMUs and 3.0
BMUs on four unnamed tributaries to Reedy Fork in the Cape Fear river
basin. The project includes categorical exclusion documentation,
existing conditions assessment, landowner coordination, conservation
easement acquisition, stream restoration design, permitting,
construction, and post -construction monitoring. Construction was
completed in summer 2014 and the third year of post -construction
monitoring is underway.
Scaly Bark Creek Mitigation Site, Stanly County, NC— Wildlands
performed ecological restoration work at a site near Albemarle, NC. The
full -delivery project delivered 6,415 SMUs on Scaly Bark Creek and six
unnamed tributaries in the Yadkin River basin for DMS. The project
included categorical exclusion documentation, existing conditions
assessment, landowner coordination, conservation easement
acquisition, restoration design, permitting, construction, and five years
of post -construction monitoring. Wildlands successfully completed
CLOMR and LOMR packages for this project. This project was
successfully closed out in 2016.
Owl's Den Mitigation Site, Lincoln County, NC - Wildlands is developing
a full -delivery project in Lincoln County on two unnamed tributaries to
Howards Creek. The project is expected to provide 2,400 SMUs in the
Catawba river basin and 8.0 WMUs via wetland re-establishment,
rehabilitation, and enhancement. The project includes categorical
exclusion documentation, existing conditions assessment, landowner
coordination, conservation easement acquisition, stream and wetland
restoration design, permitting, construction, and seven years of post -
construction monitoring. Detailed hydrologic modeling was completed
to study wetland -groundwater connections. This project is in the second
year of post -construction monitoring.
Lyle Creek Mitigation Site, Catawba County, NC- Wildlands is currently
performing ecological restoration work at a site northwest of Lake
Norman in Catawba County, NC. The project is expected to provide
5,571 SMUs and 7.0 WMUs on unnamed tributaries to Lyle Creek in the
Catawba river basin. The project includes categorical exclusion
documentation, existing conditions assessment, landowner
coordination, conservation easement acquisition, stream and wetland
restoration design, permitting, construction, and post -construction
monitoring. Construction was completed in 2012 and fifth year
monitoring of the project was completed in 2016.
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc.
Page E.3

4.0 Lead Consultant and Team Members
Wildlands is a licensed engineering firm in NC and will act as prime consultant for this contract. Staff
from our Charlotte, NC; Raleigh, NC; and Charleston, SC offices will complete this project. Wildlands has
teamed with Turner to offer the best possible team to DMS. As indicated above in Section 1.0, Wildlands
will select a specialty stream contractor from our provided list of qualified firms.
LEAD CONSULTANT
Wildlands Engineering, Inc. - Headquarters
Charlotte, NC Office Location
1430 South Mint Street, Suite 104
WILDLANDS Charlotte, NC 28203
ENGI NEE R,1 N G
(P) 704.332.7754 (F) 704.332.3306
Firm Contact:
TEAM MEMBERS
Shawn Wilkerson, President; [e-mail]
North Carolina S -Corporation
Federal Identification Number: 56-0651376
Raleigh, NC Office Location Charleston, SC Office Location
Wildlands Engineering, Inc. Wildlands Engineering, Inc.
312 West Millbrook Road, Suite 225 497 Bramson Court, Suite 104
Raleigh, NC 27609 Mount Pleasant, SC 29464
Turner Land Surveying (woman -owned business)
P.O. Box 148
RNER Swannanoa, NC 28778
TJ(P) 919-827-0745
Firm Contact
Lissa Turner, PLS, CFS, President; [e-mail]
Services to be provided: Professional Surveying Services
5.0 Project Manager Experience
Ms. Angela Allen currently serves as a water resources engineer for Wildlands' Raleigh, NC, office. She
has 13 years of professional experience in water resources and civil engineering, including stream
restoration design, hydrologic and hydraulic modeling and analysis, water quality modeling,
biogeochemical cycling, surveying, stormwater control measure (SCM) design, mitigation plans, and
feasibility studies. She has been involved in the design of more than 50,000 LF of stream restoration and
enhancement work for municipalities, DOTs, the military, universities, and mitigation bankers.
Additional information on Ms. Allen's experience is provided in Part F.
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc. Page EA

6.0 Project Approach
The Wildlands Team takes a holistic, integrated approach to site restoration. The following text outlines
some key aspects of our multi -disciplinary project approach. Site-specific project plans are further
described in Part G of this proposal.
6.1 Site Selection
The Wildlands Team carefully selects project sites where
ecological restoration can be maximized. Our sites are reviewed
by our environmental scientists and engineers during the
selection process to ensure that ecological uplift can be achieved
within regulatory parameters related to floodplain management,
protected species, and existing wetland resources. We consult
with the existing landowners to explain the restoration process
and the conservation easement conditions. We review the site
with our contractor to identify potential construction challenges
and opportunities.
6.2 Property Owner Coordination
Property owner coordination begins during the site selection stage and continues throughout the
project. We meet with families to understand the existing and future land use plans for the site. We
work to fully explain the restoration process and review site plans at the conceptual design stage and
final design stage with the property owners to make sure that their concerns are addressed. Our project
manager is the point of contact throughout the project so that the property owners always know who
can answer any questions that may arise.
6.3 Contractor Coordination
Wildlands draws on our contractor's construction expertise early in the project planning phase. We
consult with our contractor so that the project can be designed and constructed in an efficient and cost-
effective manner. We work to identify on-site materials that are native to the existing ecosystem and
that should be incorporated into the restoration project to best mimic natural systems for the site
locale. For example, cobble material embedded in excavated material on mountain stream sites can be
sorted and used for riffle construction. We also know that coordination and flexibility during
construction is the key to a successful restoration site.
6.4 Site Assessment
Numerous methods of assessment are used to quantify and qualify
the site and upstream watershed's stability, nutrient loads,
sediment transport, hydrologic and hydraulic properties, plant and
animal habitat, ecology, soil conditions, and functional uplift
potential. Our assessment is carried out by surveyors trained in
natural channel assessment and by field scientists and engineers
trained in stream and wetland assessment and design who know
what characteristics to look for that will aid in design. Wildlands
looks for predictors of future stability problems, such as upstream
development and concentrated overland flow paths.
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc.
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6.5 Permitting
A project's schedule can be completely disrupted if the permitting for the project is not performed
correctly. The Wildlands Team understands the critical steps necessary for acquiring these permits in a
timely and efficient manner. Methods used to ensure a rapid permitting process include on-site
meetings with the various permitting agency representatives prior to design, as well as staying up-to-
date on the regulations associated with ecosystem restoration. These steps allow for the submittal of a
thorough and accurate permitting application for our projects.
6.6 Site Design
Once the existing conditions are documented and evaluated, the preferred alternative selected, and
base -mapping developed, a design discharge range is selected based on the project goals. Natural
channel design parameters will be developed based on reference reach data, hydraulic modeling, and
sediment transport assessment. Wildlands has five CFMs on staff who can evaluate design options to
optimize floodplain function and minimize off-site adverse flood elevation impacts. During the
preliminary design the plan view channel location is set, cross-sections for riffles and pools are designed,
and in -stream habitat and grade control structures are located. General grading limits, details, and
easement locations are included at this stage. Property owner input and contractor coordination help to
assure that the proposed design meets the multi -faceted design goals.
6.7 Construction
The Wildlands Team is familiar with the policies, procedures,
and practices necessary to construct natural channel design and
wetland restoration projects. Wildlands has provided
construction administration and observation services for over
46 miles of stream work and 163 acres of wetland work.
6.8 Monitoring
Monitoring is an important component to any stream restoration or enhancement work. The Wildlands
Team has experience in both developing monitoring plans for mitigation projects and in implementing
those plans. Our monitoring plan experience includes as -built surveys and determining whether the
project has met its success criteria after the required time period.
Sassarixa Swamp Mitigation Site - PART E
Wildlands Engineering, Inc. Page E.6

PART F - Project Organization
1.0 Organizational Chart
The following illustrates the organization of personnel that will be assigned to this project.
Emily Reinicker, PE, CFM
Nicole Macaluso, PE, CFM
Coy McKenzie
Greg Turner, PE
■ wILDLANDS Charlotte, NC Office
■ WILDLANDs Raleigh, NC Office
■ waDLANDs Charleston, SC Office
Engineering services will be
perl'ormed by employees of
■ TURNER LAND SURVEYING Swannanoa, NC Office licensed corporate entities
2.0 DBE/HUB participation
Our surveyor and three of our potential contractors are woman -owned businesses: Turner Land
Surveying; Carolina Environmental Contracting, Inc., Land Mechanic Designs, Inc.; and North State
Environmental, Inc.
3.0 Qualifications and Experience
Brief resumes presenting the qualifications, experience, and assigned project responsibilities of our
project manager and each project team member are presented on the following pages.
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.1

Angela Allen, PE
Angela Allen is a water resources engineer in Wildlands Engineering's Raleigh office. She has over 13
years of experience in water resources and engineering projects and a MS in Biological and Agricultural
Engineering. Her technical background includes stream restoration design, hydrologic and hydraulic
modeling and analysis, water quality modeling, biogeochemical cycling, surveying, stormwater best
management practices (BMP) design, mitigation plans and feasibility studies.
Ms. Allen has designed more than 50,000 LF of stream restoration and enhancement for municipalities,
DOTS, the military, universities, and mitigation bankers. She has designed a variety of stormwater BMPs
including bioretention cells, stormwater wetlands and detention ponds. Ms. Allen has also performed
numerous water quality, hydrologic, and biological monitoring studies using modeling packages such as
HEC -RAS, PonclPack, OTIS, Fish -Xing, GIS, Culvert Master and HY-8.
JOB CLASSIFICATION:
RESPONSIBILITIES FOR THIS PROJECT:
PROFESSIONAL REGISTRATIONS:
TOTAL YEARS EXPERIENCE:
EDUCATION:
Water Resources Engineer
Project Manager
Professional Engineer
13 years
MS, Biological and Agricultural Engineering, North Carolina State
University, 2006
BS, Biological Systems Engineering, Virginia Tech, 2004
ADDITIONAL TRAINING: Rosgen Level I, 2006
NC DOT Erosion and Sediment Control Level II Certification, 2010
Hydraulic Modeling for Stream Restoration and Sediment Transport,
2011
PROJECT EXPERIENCE AT WILDLANDS
PROJECT DETAILS
PROJECT ROLE
Martin Dairy Stream Mitigation Site
2,000 SMUs
Project Manager
Orange County, NC
Holman Mill Stream Mitigation Site
3,656 SMUs
Assistant Project Manager
Alamance County, NC
Hoosier Dam Removal Mitigation Bank
18,500 SMUs
Project Manager
Chatham County, NC
Hopewell Stream Mitigation Site
Randolph County, NC
7,463 SMUs
Project Engineer
Falling Creek Mitigation Bank
20,000 SMUs;
Assistant Project Manager
Wayne County, NC
47 WMUs
Foust Creek Mitigation Site
4,708 SMUs;
Project Engineer;
Alamance County, NC
3.3 WMUs
Construction Oversight
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.2

John Hutton
Mr. Hutton is Vice President and Senior Project Manager for Wildlands and has 17 years of experience in
the assessment and restoration of streams and wetlands. He serves as the senior technical advisor for
wetlands restoration within the firm. Mr. Hutton has managed numerous large-scale restoration
projects for a variety of public and private clients throughout the Southeast including over 30 miles of
restored stream and over 365 acres of restored wetlands. He has been responsible for all aspects of
stream and wetland restoration projects including site searches, feasibility studies, mitigation planning,
mitigation design, construction management, and post construction monitoring. Mr. Hutton has also
served as project manager on a number of watershed and water quality projects throughout the
Southeast.
JOB CLASSIFICATION: Vice President/Senior Project Manager
RESPONSIBILITIES FOR THIS PROJECT: Principal -in -Charge
PROFESSIONAL REGISTRATIONS: none
TOTAL YEARS OF EXPERIENCE: 17 years
EDUCATION: MS, 2000, Biological Sciences, Old Dominion University
BSA, 1996, Botany, University of Georgia
ADDITIONAL TRAINING: RiverMorph Application Training, 2005
Rosgen Levels I through IV, 2001- 2004
Wetland Identification and Delineation Course, 2000
Wetland Construction and Restoration, 2001
PROJECT EXPERIENCE AT WILDLANDS PROJECT DETAILS PROJECT ROLE
Agony Acres Stream and Buffer Mitigation Site 6,488 SM Us;
Guilford County, NC 3.0 BMUs Project Manager
Buckwater Mitigation Site
12,489 SMUs Principal -in -Charge
Orange County, NC
Maney Farm Mitigation Site
4,922 SMUs Principal -in -Charge
Chatham County, NC
Devil's Racetrack Mitigation Site 18,527 SMUs;
Johnston County, NC 67.0 WMUs Project Manager
Hoosier Dam Mitigation Bank
18,500 SMUs Project Manager
Chatham County, NC
Underwood Mitigation Site 6,192 SMUs;
Chatham County, NC 12.0 WMUs Principal in Charge
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.3

Emily Reinicker, PE, CFM
Ms. Rein icker currently serves as a senior water resources engineer for Wildlands' Charlotte, NC, office.
Her duties include technical review and project management for ecological restoration projects. She has
18 years of professional experience in water resources and civil engineering, including hydrologic and
hydraulic modeling, natural channel design, regulatory research, watershed analysis, and stormwater
management. She has been involved in the design of more than 23 miles of stream restoration and
enhancement work in NC.
JOB CLASSIFICATION:
Senior Water Resources Engineer
RESPONSIBILITIES FOR THIS PROJECT:
QA/QC Manager
PROFESSIONAL REGISTRATIONS:
Professional Engineer; Certified Floodplain Manger
TOTAL YEARS OF EXPERIENCE:
18 years
EDUCATION:
BS, Biosystems Engineering with a Minor in Environmental
Engineering, Clemson University, 1999
ADDITIONAL TRAINING:
Hydraulic Modeling for Stream Restoration and Sediment
Transport, 2011
Applied Fluvial Geomorphology for Engineers, 2006
Project Manager Boot Camp, 2004, 2014
Stormwater BMP Academy, 2004
Advanced HEC -RAS Training, 2002
Floodplain Map Revision Workshop (FEMA), 2001
Soil Erosion and Sediment Control Construction Practices
Workshop (US Army Corps of Engineers), 2000
Using Best Management Practices to Improve Water Quality
and Reduce Flood Damages in Urban Watersheds, 2000
PROJECT EXPERIENCE AT WILDLANDS
Big Harris Mitigation Site
Cleveland County, NC
Owl's Den Mitigation Site
Lincoln County, NC
Norkett Branch Mitigation Site
Union County, NC
Lyle Creek Mitigation Site
Catawba County, NC
Scaly Bark Restoration Site
Stanly County, NC
Reedy Creek Stream Restoration Project
Charlotte, NC
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc.
PROJECT DETAILS PROJECT ROLE
25,836 SMUs; Assistant Project
9 BMPs Manager
2,400 SMUs; Project Manager
8.0 WMUs
10,098 SMUs Project Manager
5,571 SMUS; Assistant Project
7.0 WMUs Manager
6,415 SMUs Lead Designer
25,974 SMUs Project Manager
Page FA

Andrea Eckardt
Ms. Eckardt has 18 years of experience in watershed management, environmental planning, permitting,
and geographic information systems (GIS). She currently serves as a senior environmental planner for
Wildlands. She specializes in environmental permitting, watershed management, project development
and implementation, citizen/agency facilitation, grant writing, conservation easement coordination, and
GIS mapping. Ms. Eckardt has experience with municipal and state improvement projects, school and
university improvement projects, non-profit improvement projects, and private development projects.
Ms. Eckardt has facilitated State Property Office coordination of easements for 484 acres of
conservation easements in NC.
JOB CLASSIFICATION:
Senior Environmental Planner
RESPONSIBILITIES FOR THIS PROJECT:
Categorical Exclusions; Conservation Easement Acquisition
9 BMPs
Lead; GIS Coordinator
PROFESSIONAL REGISTRATIONS:
none
TOTAL YEARS OF EXPERIENCE:
18 years
EDUCATION:
MS, Environmental Science, Applied Ecology, Indiana
Little Troublesome Creek Mitigation Site
University, 1996
Project Manager
BS, Biology, Wake Forest University, 1994
ADDITIONAL TRAINING:
Consultant Regulatory Workshop, 2007
Financial Benefits of Conservation Easements: Conservation
and design phase)
Programs and Tax Incentives for NC Landowners, 2006
5,672 SMUs;
Project Manager Boot Camp, 2005, 2014
Union County, NC
Natural Resource Leadership Institute, 2001
PROJECT EXPERIENCE AT WILDLANDS PROJECT DETAILS PROJECT ROLE
Various Full -Delivery Projects 15 full -delivery Categorical Exclusion;
Multiple Counties in NC projects Conservation
Easement Acquisition
Big Harris Mitigation Site
25,836 SM Us;
Mitigation Plan Lead
Cleveland County, NC
9 BMPs
Box Creek Wilderness Area Stream Mitigation Bank
158,400 LF (30 miles)
Project Manager
Rutherford County, NC
Little Troublesome Creek Mitigation Site
4,900 SM Us;
Project Manager
Rockingham County, NC
12.7 WMUs
(existing condition
and design phase)
Crooked Creek #2 Restoration Project
5,672 SMUs;
Project Manager
Union County, NC
11.5 WMUs
(conceptual phase)
Burnetts Chapel Mitigation Site
Guilford County, NC 9.2 BMUs Project Manager
Lone Oak Mitigation Bank Permitting; Banking
Albemarle County, VA 38,000 LF Instrument
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.5

Ian Eckardt, Pws
Mr. Eckardt has 13 years of experience in stream geomorphic assessments, stream classification,
wetland delineation, protected species surveys, sediment sampling and analysis, water quality
monitoring, groundwater monitoring, surveying, and vegetation assessment. He currently serves as an
environmental scientist for Wildlands Engineering and is responsible for regulatory permitting, agency
correspondence, wetland delineations, geomorphic surveys and assessments, protected species surveys,
and post -construction monitoring.
JOB CLASSIFICATION:
Environmental Scientist
RESPONSIBILITIES FOR THIS PROJECT:
Existing Conditions Survey; Permitting
PROFESSIONAL REGISTRATIONS:
Professional Wetland Scientist
TOTAL YEARS OF EXPERIENCE:
13 years
EDUCATION:
MS, Earth Science, University of North Carolina at Charlotte,
6,415 SMUs
2007
5,571 SMUs;
BA, Geology, NC State University, 2001
ADDITIONAL TRAINING:
NC SAM Certificate Training, 2017
Catawba County, NC
Basic Processes in Hydric Soils, 2013
4.0 WMUs
Advanced Problems in Hydric Soil Evaluation, 2013
Rosgen Level I, 2013
Surface Water Identification Training and Certification, 2013
NC WAM Certificate Training, 2010
Management of Invasive and Exotic Vegetation in Riparian
Areas, 2009
North Carolina Rare Plant Identification Workshops, 2007 &
2011
Delineation of Piedmont and Coastal Plain Jurisdictional
Wetlands, 2007
PROJECT EXPERIENCE AT WILDLANDS PROJECT DETAILS PROJECT ROLE
Deep Meadow Mitigation Site 2,746 SMUs;
Union County, NC
8.1 WMUs
Existing Conditions Assessment
Big Harris Mitigation Site
25,836 SMUs;
Existing Conditions Assessment
Cleveland County, NC
8.0 WMUs
9 BMPs
6,415 SMUs
Henry Fork Mitigation Site
5,571 SMUs;
4,500 SMUs;
7.0 WMUs
Existing Conditions Assessment; Permitting
Catawba County, NC
4.0 WMUs
Agony Acres Mitigation Site
Guilford County, NC
Norkett Branch Mitigation Site
Union County, NC
Owl's Den Mitigation Site
Lincoln County, NC
Scaly Bark Creek Mitigation Site
Stanly County, NC
Lyle Creek Mitigation Site
Catawba County, NC
6,488 SM Us; Existing Conditions Assessment; Categorical
3.0 BMUs
Exclusion; Permitting; Monitoring
10,098 SMUs
Existing Conditions Assessment; Categorical
Exclusion; Permitting; Monitoring
2,400 SMUs;
Existing Conditions Assessment; Categorical
8.0 WMUs
Exclusion; Permitting; Monitoring
6,415 SMUs
Monitoring
5,571 SMUs;
7.0 WMUs
Monitoring
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.6

Jason Lorch, LISP
Mr. Lorch has 15 years of professional experience in GIS analysis, Microstation/Geopak, CADD, and
stream and wetland mitigation design and analysis, and monitoring. His experience includes stream
determination, stream restoration design, stream monitoring, wetland monitoring, global positioning
systems (GPS) surveying, and calculating permit impacts. Mr. Lorch has worked on several stream and
wetland projects where he was responsible for creating plan sets, natural channel design, calculating
construction quantities, construction oversight, monitoring, permitting, checking the accuracy of survey
data, and surveying.
JOB CLASSIFICATION:
CADD/GIS Analyst
RESPONSIBILITIES FOR THIS PROJECT:
Existing Conditions Survey; Monitoring
PROFESSIONAL REGISTRATIONS:
GIS Professional
TOTAL YEARS OF EXPERIENCE:
15 years
EDUCATION:
BA, 2001, Geography- Environmental, University of Wisconsin
7,463 SMUs
Milwaukee
ADDITIONAL TRAINING:
NC Surface Water ID and Training Course, 2013
Assessment and Identification of Riparian Vegetation, 2012
6,488 SMUs;
Processes in Hydric Soils, 2005
Guilford County, NC
USACE/ NCDWQ Consultant Regulatory Workshop, 2006
Design Assistance
Advanced Stream Restoration Design, 2007
Stream Restoration Design Principles, 2006
NCSU Rosgen Stream Classification, 2006
Existing Conditions Survey
Advanced Problems in Hydric Soil Evaluation, 2005
Piedmont Endangered Species Identification, 2004
PROJECT EXPERIENCE AT WILDLANDS
PROJECT DETAILS
PROJECT ROLE
Maney Farms Stream Mitigation Site
4,748 SMUs
CADD Analyst
Chatham County, NC
Hopewell Stream Mitigation Site
7,463 SMUs
CADD Analyst
Randolph County, NC
Agony Acres Stream and Buffer Mitigation Site
6,488 SMUs;
Guilford County, NC
3.0 BMUs
Design Assistance
Norkett Branch Stream Mitigation Site
10,098 SMUs
Existing Conditions Survey
Union County, NC
Devil's Racetrack Mitigation Site
18,527 SMUs;
Existing Conditions Survey;
Johnston County, NC
67.0 WMUs
CADD; Construction
Documents
Little Troublesome Creek Mitigation Site
4,900 SMUs;
Existing Conditions Survey;
Rockingham County, NC
12.7 WMUs
CADD; Construction
Documents
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.7

Carolyn Lanza
Ms. Lanza recently joined the Wildlands team. She has experience with water quality monitoring,
macroinvertebrate sampling, and developing invasive species management plans. In her role at
Wildlands, she will assist with geomorphic stream assessment, post -construction monitoring, GIS
analysis and mapping, invasive species management and stream and wetland delineations.
JOB CLASSIFICATION: Environmental Scientist
RESPONSIBILITIES FOR THIS PROJECT: Existing Conditions Survey; Monitoring
PROFESSIONAL REGISTRATIONS: none
TOTAL YEARS OF EXPERIENCE: 1 year
EDUCATION:
PROJECT EXPERIENCE AT WILDLANDS
Agony Acres Mitigation Site
Guilford County, NC
Hopewell Mitigation Site
Randolph County, NC
BS, Environmental and Natural Resources: Conservation Biology,
Clemson University, 2016
Little Troublesome Creek Mitigation Site
Rockingham County, NC
Candy Creek Mitigation Site
Guilford County, NC
Devil's Racetrack Mitigation Site
Johnston County, NC
Underwood Mitigation Site
Chatham County, NC
PROJECT DETAILS
6,488 SM Us;
3.0 BMUs
7,463 SMUs
4,900 SMUs;
12.7 WMUs
15,456 SMUs
18,527 SMUs;
67.0 WMUs
6,192 SMUs;
12.0 WMUs
PROJECT ROLE
Monitoring
Monitoring
Invasive Species
Treatment
Creative Invasive
Management Plan
Monitoring
Monitoring
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.8

David Turner, PLS (Surveyor Subconsultant)
Mr. Turner has performed land surveying and project management for over 20 years. He has held
positions of increasing responsibility culminating with his licensure as a Professional Land Surveyor in
North Carolina in 2005. Since 2004, he has worked with numerous stream and wetland restoration
design engineers, which has allowed him to gain a depth of restoration knowledge and experience. Mr.
Turner's responsibilities include management of field operations, data management, safety training, and
maintaining field equipment. He has strong experience supporting civil engineering, environmental
design, land development, cadastral mapping, construction, and property conveyance projects through
land surveying. In addition to stream and wetland survey work, his years of surveying also include
multiple conservation easements, 3D machine control models, boundaries, ALTA/ACSM land title
surveys, recombination/ subdivisions, construction stakeouts, topographic surveys, as -built surveys,
wetland delineation surveys, and municipal surveys.
JOB CLASSIFICATION:
RESPONSIBILITIES FOR THIS PROJECT:
PROFESSIONAL REGISTRATIONS:
TOTAL YEARS OF EXPERIENCE:
EDUCATION:
ADDITIONAL TRAINING:
PROJECT EXPERIENCE AT TURNER
Martin Dairy Stream Mitigation Site
Orange County, NC
Falling Creek Mitigation Bank
Wayne County, NC
Maney Farms Stream Mitigation Site
Chatham County, NC
Hopewell Stream Mitigation Site
Randolph County, NC
Foust Creek Mitigation Site
Alamance County, NC
Devil's Racetrack Mitigation Site
Johnston County, NC
Land Surveyor
Project Surveyor; Easement Plats
Professional Land Surveyor (NC L-4551)
22 years
University of Kentucky, Chemistry & Biology, Anthropology -
1999
NCSU Stream Restoration Program (RC431&435), 2005
Law of Easements & Legal Issues, 2008
Factors in Drafting Effective Easements, 2007
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc.
PROJECT DETAILS PROJECT ROLE
2,000 SM Us Project Manager
20,000 SM Us; Project Surveyor
47 WMUs
4,748 SM Us Project Surveyor
7,463 SM Us Project Surveyor
4,708 SM Us; Project Surveyor
3.3 WMUs
18,527 SMUs; Project Surveyor
67.0 WMUs
Page F.9

Robert Bugg, ALC
Mr. Bugg is a seasoned real estate broker and land acquisition professional with a 14 -year history as a
Realtor® focusing primarily on land acquisition and entitlement for development and mitigation. In his
career he has purchased, sold, or brokered over $50M in real estate. He is one of only 36 brokers in the
state of North Carolina to hold the esteemed Accredited Land Consultant (ALC) designation which
required over 90 hours of class time and over $10M in land sales.
Mr. Bugg has been responsible for identification, land owner negotiation, and closure of conservation
easements and land use agreements on over 840 acres representing 112,000 feet of stream mitigation,
50 acres of buffer mitigation, and 100 acres of wetlands mitigation. In addition to helping identify and
close easements for Wildlands, Mr. Bugg is also responsible for our mitigation credit sales to local
developers from our existing mitigation banks.
JOB CLASSIFICATION: Director of Land Acquisition
RESPONSIBILITIES FOR THIS PROJECT: Conservation Easement Acquisitions
PROFESSIONAL REGISTRATIONS: NC & SC Realtor° Broker, Accredited Land Consultant, Unlimited
NC General Contractor's License
TOTAL YEARS OF EXPERIENCE: 14 years
EDUCATION: BA, Psychology, The University of the South, 1990
PROJECT EXPERIENCE AT WILDLANDS
PROJECT DETAILS
PROJECT ROLE
Agony Acres Mitigation Site
6,488 SM Us;
Conservation Easement
Guilford County, NC
3.0 BMUs
Acquisition; Realtor
Norkett Branch Mitigation Site
Conservation Easement
Union County, NC
10,098 SM Us
Acquisition; Realtor
Owl's Den Mitigation Site
2,400 SM Us;
Conservation Easement
Lincoln County, NC
8.0 WMUs
Acquisition; Realtor
Devil's Racetrack Mitigation Site
18,527 SMUs;
Conservation Easement
Johnston County, NC
67 WMUs
Acquisition; Realtor
Burnetts Chapel Mitigation Site: Phase I
Conservation Easement
Guilford County, NC
9.2 BMUs
Acquisition
Reedy Creek Stream Restoration Project
Conservation Easement
Charlotte, NC
25,974 SM Us
Acquisition
Cannon Creek Mitigation Site
Conservation Easement
Berkeley County, SC
16,000 SM Us
Acquisition
Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.10

Nicole Macaluso, PE, CFM
Ms. Macaluso serves as a water resources engineer in the Wildlands Raleigh office. She has 11 years of
experience working on a variety of projects including stream and wetland restoration, hydrologic and
hydraulic analysis, stormwater management, and erosion and sediment control. Ms. Macaluso's duties
include initial field data collection and site analysis, design development, oversight of construction plan
preparation, and post -construction monitoring of mitigation sites. She also serves as the lead hydraulic
modeler for the Raleigh office. She is responsible for preparing and modeling design and post -
construction stream conditions using HEC -RAS software, as well as the preparation of FEMA flood study
report documentation.
JOB CLASSIFICATION: Water Resource Engineer
RESPONSIBILITIES FOR THIS PROJECT: Design; Permitting
PROFESSIONAL REGISTRATIONS: Professional Engineer; Certified Floodplain Manger
TOTAL YEARS OF EXPERIENCE: 11 years
EDUCATION: BS, 2006, Agricultural & Biological Engineering, Purdue
University
ADDITIONAL TRAINING: Project Manager Boot Camp, 2014
Hydraulic Modeling for Stream Restoration and Sediment
Transport, 2011
Erosion & Sedimentation Control Planning & Design Workshop,
2010
Total Station Survey Applications for Stream Restoration, 2008
Rosgen Level I - Applied Fluvial Geomorphology, 2007
Rosgen Level 11 - River Morphology and Applications, 2007
Rosgen Level III - River Assessment and Monitoring, 2012
PROJECT EXPERIENCE AT WILDLANDS
Buckwater Mitigation Site
Orange County, NC
Candy Creek Stream Mitigation Site
Guilford County, NC
PROJECT DETAILS PROJECT ROLE
12,489 SMUs
15,456 SM Us
Agony Acres Stream and Buffer Mitigation Site ' 6,488 SMUs;
Guilford County, NC 3.0 BMUs
Norkett Branch Stream Mitigation Site
Union County, NC
Devil's Racetrack Mitigation Site
Johnston County, NC
Little Troublesome Creek Mitigation Site
Rockingham County, NC
Underwood Mitigation Site
Chatham County, NC
10,098 SM Us
18,527 SM Us;
67.0 WMUs
Lead Designer
I
Project Manager
_rLead Designer; Construction
Oversight
Design; Construction Oversight;
Flood Study; CLOMR and LOMR
Existing Conditions Survey; Lead
Designer; Flood Study;
Construction Document
Preparation
4,900 SM Us;
Hydraulic Modeling; LOMR
12.7 WMUs
Lead Designer; Flood Study;
6,192 SMUs;
Construction Document
12.0 WMUs
Preparation; CLOMR
�41V Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.11

Coy McKenzie
Mr. McKenzie has 12 years of experience with natural resource field investigations, stream geomorphic
assessments, design, permitting, and monitoring. He currently serves as an Environmental Scientist for
Wildlands' Raleigh office, and is responsible for existing conditions assessment, GIS mapping,
construction plan production, and post -construction monitoring.
JOB CLASSIFICATION:
Environmental Scientist
RESPONSIBILITIES FOR THIS PROJECT:
Design
PROFESSIONAL REGISTRATIONS:
none
TOTAL YEARS OF EXPERIENCE:
12 years
EDUCATION: BS, Natural Resources — Ecosystem Assessment, NC State
University, 2000
ADDITIONAL TRAINING: River Course I - Stream Classification and Assessment, 2002
Aquatic Insect Collection Protocols for Stream Mitigation and
Restoration, 2001
Wetland Identification and Delineation Workshop, 2001
PROJECT EXPERIENCE AT WILDLANDS PROJECT DETAILS PROJECT ROLE
Buckwater Stream Mitigation Site
12,489 SMUs Design Assistance
Orange County, NC
Candy Creek Stream Mitigation Site
15,456 SMUs Existing Conditions Survey
Guilford County, NC
Holman Mill Stream Mitigation Site
Alamance County, NC
3,656 SMUs Existing Conditions Survey
Agony Acres Stream and Buffer Mitigation Site 6,488 SMUs;
Guilford County, NC 3.0 BMUs
Little Troublesome Creek Mitigation Site 4,900 SMUs;
Rockingham County, NC 12.7 WMUs
Burnetts Chapel Buffer Mitigation Site
Guilford County, NC
Underwood Mitigation Site
Chatham County, NC
9.2 BMUs
6,192 SMUs;
12.0 WMUs
Existing Conditions Survey;
CADD Assistance
Monitoring
Monitoring
Monitoring
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.12

Greg Turner, PE
Mr. Turner serves as an environmental designer in the Wildlands Engineering Raleigh office. He has
more than six years of experience working on a variety of projects including stormwater SCM design,
hydrologic and hydraulic modeling, stream and wetland restoration design and monitoring, erosion and
sediment control, and wetland delineations. Mr. Turner also assists with the planning, design, and
monitoring of ecological engineering projects.
JOB CLASSIFICATION:
Environmental Designer
RESPONSIBILITIES FOR THIS PROJECT:
Design
PROFESSIONAL REGISTRATIONS:
Engineering Intern
TOTAL YEARS OF EXPERIENCE:
6 years
EDUCATION:
BS, Biological Engineering with a Minor in Environmental
Science, North Carolina State University, May 2011
ADDITIONAL TRAINING:
Project Manager Boot Camp, 2014
HEC -RAS for Stream Restoration Workshop, 2013
Wetland Delineation Workshop, 2013
PROJECT EXPERIENCE AT WILDLANDS
PROJECT DETAILS PROJECT ROLE
Buckwater Stream Mitigation Site
Orange County, NC
12,489 SMUs Design Assistance
Vile Creek Stream Mitigation Site
Alleghany County, NC
5,000 SM US Design Assistance
Maney Farms Stream Mitigation Site
4,748 SM Us Design Assistance
Chatham County, NC
Holman Mill Stream Mitigation Site
Alamance County, NC
3,656 SM Us Design Assistance
Norkett Branch Stream Mitigation Site Hydraulic Modeling; LOMR
Union County, NC
10,098 SM Us
Package
Devil's Racetrack Mitigation Site
18,527 SM Us;
Johnston County, NC
67.0 WMUs Post -construction Monitoring
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc. Page F.13

Daniel Taylor
Mr. Taylor has 15 years of experience in mitigation property acquisition, natural channel design,
watershed assessment, field data collection, and construction management services. He has performed
existing condition surveys, prepared designs and permitting materials, and provided construction
oversight on over 28 miles of natural channel design projects throughout the Southeast.
JOB CLASSIFICATION: Construction Supervisor
RESPONSIBILITIES FOR THIS PROJECT: Construction Administration
PROFESSIONAL REGISTRATIONS: none
TOTAL YEARS OF EXPERIENCE: 15 years
EDUCATION: BS, Biological and Agricultural Engineering, North Carolina State
University, 1999
ADDITIONAL TRAINING: NCSU River Course 435: Management of Invasive and Exotic
Vegetation in Riparian Areas, 2013
Erosion & Sediment Control Planning and Design Workshop,
2007
Rogen Level I —Applied Fluvial Geomorphology, 2004
PROJECT EXPERIENCE AT WILDLANDS
Candy Creek Mitigation Site
Guilford County, NC
Agony Acres Mitigation Site
Guilford County, NC
Devil's Racetrack Mitigation Site
Johnston County, NC
Underwood Mitigation Site
Chatham County, NC
Little Troublesome Creek Mitigation Site
Rockingham County, NC
Byrds Creek Mitigation Site
Person County, NC
�41W Sassarixa Swamp Mitigation Site - PART F
Wildlands Engineering, Inc.
PROJECT DETAILS PROJECT ROLE
15,456 SM Us Construction Administration
6,488 SM Us;
Construction Administration
3.0 BMUs
18,527 SMUs;
Construction Administration
67.0 WMUs
Easement Acquisition
6,192 SM Us;
Coordination; Construction
12.0 WMUs
Administration
4,900 SMUs;
Construction Administration
12.7 WMUs
Easement Acquisition
5,387 SM Us
Coordination; Construction
Administration
Page F.14

Part G -Technical Approach
The Sassarixa Swamp Mitigation Site (Site) is in Johnston County, NC, approximately 6 miles southwest
of Smithfield and 5 miles north of Four Oaks (Figure 1). The project is located within the DMS targeted
local watershed (TLW) for the Neuse River Basin Hydrologic Unit Code (HUC) 03020201130030 and DWR
Subbasin 03-04-04. The project involves the restoration, enhancement and preservation of Sassarixa
Creek and four unnamed tributaries to Sassarixa Creek, along with six unnamed tributaries to Black
Creek.
The proposed Site is in a new TLW that is not described in the 2010 Neuse River Basin Restoration
Priorities (RBRP) plan. The TLW was added in the 2015 Neuse 01 CU Update because there were more
water quality issues than assets. Stressors
include impervious surface, disturbed
riparian buffers, and agricultural land
use/animal operations. The project will
address the TLW stressors of agricultural
land use/animal operations, as it is an active
cattle farm, and the lack of protected
riparian buffers. The project will also address
key CU -wide restoration goals including
reduction of sediment and nutrient loads
from agricultural lands and increasing or
improving riparian buffers (NC DWR 2009).
The project streams drain directly into Holts
Lake, which is a recreational lake classified as
a Nutrient Sensitive Water (NSW), which
drains to the Neuse River, which is a water
supply for the City of Goldsboro.
Restoration of streams on the Site will directly and indirectly address stressors identified in the RBRP by
creating stable stream banks, restoring meandering pattern, and restoring a forested buffer. This project
will slow surface runoff, provide shade to streams, remove farm ponds, and reconnect streams to their
historic floodplains and riparian wetlands, which will reduce sediment and nutrient loading. In addition,
restoration will provide and improve instream and terrestrial (riparian) habitats while improving stream
stability and overall hydrology. Up to 63 acres of land will be placed under permanent conservation
easement to protect the Site in perpetuity. In addition, nearly 34 acres surrounding the full delivery
portion of the Site will be protected under a separate conservation easement through the development
of a mitigation bank.
Sources:
NC DMS. 2010. Neuse River Basin Restoration Priorities.
NC DWR. 2009. Neuse River Basinwide Water Quality Plan.
NC DWR. 2015. Neuse 01 CU Update.
1.0 Project Goals and Objectives
The major goals of the proposed stream mitigation project are to provide ecological and water quality
enhancements to the Neuse River Basin while creating a functional riparian corridor at the Site, provide
floodplain habitat and ecological function, and restore a forested riparian community. Specific
enhancements to water quality and ecological processes as related to the CU -wide functional goals are
outlined below in Table G.1.
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.1

Table G.1 Ecological and Water Quality Goals of the Mitigation Project
Goal
Objective
CU -Wide and RBRP Objectives
Supported
Reduce physical
Reduce and control sediment
and
Exclude livestock from all project streams and riparian
inputs (CU -Wide); Contribute to
physiochemical
buffers.
protection of or improvement to a
impacts from
Water Supply Waterbody (CU -
livestock on Site.
Wide).
Reduce and control sediment
Stabilize eroding
Reconstruct stream channels with stable dimensions.
inputs (CU -Wide); Contribute to
stream banks.
Add bank revetments and in -stream structures to
protection of or improvement to a
protect restored/enhanced streams.
Water Supply Waterbody (CU -
Wide).
Construct stream channels that will maintain a stable
Reduce and control sediment
Improve the
pattern and profile considering the hydrologic and
inputs (CU -Wide); Contribute to
stability of
sediment inputs to the system, the landscape setting,
protection of or improvement to a
stream channels.
and the watershed conditions.
Water Supply Waterbody (CU -
Wide).
Install habitat features such as constructed riffles,
Contribute to protection of or
Improve
cover logs, and brush toes into restored/enhanced
instream habitat.
streams. Add woody materials to channel beds.
improvement to a Water Supply
Construct pools of varying depth.
Waterbody (CU -Wide).
Reduce and control sediment
Reconnect
channels with
Reconstruct stream channels with appropriate
inputs (CU -Wide); Reduce and
floodplains and
bankfull dimensions and depth relative to the existing
manage nutrient inputs (CU -
floodplain. Remove existing berm to re -connect
Wide); Contribute to protection of
riparian
wetlands.
channel with adjacent wetlands.
or improvement to a Water Supply
Waterbody (CU -Wide).
Reduce and control sediment
inputs (CU -Wide); Reduce and
Restore and
manage nutrient inputs (CU -
enhance native
Plant native tree and understory species in riparian
Wide); Contribute to protection of
floodplain
zone.
or improvement to a Water Supply
vegetation.
Waterbody (CU -Wide); RBRP goal
of establishing riparian buffers
along restoration reaches.
Permanently
Contribute to protection of or
protect the
Establish conservation easements on the site.
improvement to a Water Supply
project site from
Waterbody (CU -Wide).
harmful uses.
2.0 Project Description
The following section describes the existing conditions at the Site in terms of geomorphic condition,
watershed, soils, geology, cultural resources, species of concern, regulated floodplain zones, and site
constraints.
2.1 Existing Site Conditions
The proposed project includes several adjacent properties that have been owned and operated as a
livestock farm by a single family since 1850, where livestock are continually rotated through all fields
(with access to their associated streams). The western portion of the project includes Sassarixa Creek
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.2

and four unnamed tributaries to Sassarixa Creek (T1, T1A, T2, and T3) (Figure 2). The eastern portion of
the site contains six unnamed tributaries to Black Creek (T4, T5, TSA, TSB, TSC, and T6). A review of
historic aerials from 1950 to 2012, located in the appendix, show that onsite streams have existed in
their approximate locations with very little change to riparian buffer extents since 1950. Two alterations
to the Site visible from aerial photography are the addition of the pond on T2 between 1964 and 1973,
and the addition of the large pond below TSA, T56, and TSC, between 1950 and 1961. According to the
landowners, In the 1960's and early 1970's a hog yard was located at the upstream end of unnamed
tributaries T4 and T5, where the streams were diverted to make mud and hogs had a wallow area. The
hogs were moved to a hog house in the early 1970's, however goats, horses and cattle had continuous
access to the site until Hurricane Matthew struck the area in September 2016. The floods from the
storm destroyed much of the fencing around T4 and T5, and livestock have been rotated in other fields
since that time while fencing is repaired. Landowners have expressed to Wildlands that they intend to
return livestock to the T4 and T5 areas once fencing is repaired. Streams T4 and T5 are currently the
only streams without active livestock access. Details about the existing streams are provided in Sections
5.2.2, below.
Three reaches on site lack a riparian buffer: T1 -R1, the upstream end of T2, and the upstream end of T3.
The riparian buffer in these areas consist primarily of fescue (Festuca sp.) and some areas of hay
production to feed livestock. The canopy on T1 -R2 is unique in that it is dominated by loblolly pine
(Pinus taeda) with an understory of Japanese stiltgrass (Microstegium vimeneum). All other riparian
areas include a mix of canopy species including red maple (Acer rubrum), sweetgum (Liquidambar
straciflua), willow oak (Quercus phellos), tulip poplar (Liriodendron tulipifera), ironwood (Carpinus
caroliniana), sycamore (Platanus occidentalis), water oak (Quercus nigra), and black willow (Salix nigra).
While the understory of all reaches is dominated by Japanese stiltgrass, there is still a diverse mix of
understory species present, especially along Sassarixa Creek and T4 -R3. Understory species include
Christmas fern (Polystichum acrostichoides), dogfennel (Eupatorium caplilifolium), greenbrier (Smilax
sp.), Virginia creeper (Parthenocissus quinuefolia), sawtooth blackberry (Rubus argutus), common
ragweed (Ambrosia artemisifolia), poison ivy (Toxicodendron radicans), common rush (Juncus effesus),
and common sedge (Carexsp.). Invasive species located in the riparian buffers include Chinese privet
(Ligustrum sinese) and Japanese honeysuckle (Lonicera japonica).
2.2 Existing Conditions - Streams
Sassarixa Creek
Sassarixa Creek is a perennial stream that enters the Site from Black Creek Road and flows southeast.
The first two reaches (R1 and R2) are an anabranching sandbed system of E5 channels in a wide alluvial
valley consisting of one large main channel and several smaller channels. Large deposits of alluvial
gravel/cobble material are in the floodplain, likely originating from flood flows during hurricane
Matthew in 2016. Near the confluence with T2, the creek forms a single thread channel as the valley
constricts slightly. Banks are relatively stable, with localized scour on outer meander bends and erosion
due to livestock access and trampling of banks. Several livestock pathways wind through the riparian
buffer and cross Sassarixa Creek. There is a large amount of woody debris in the system from felled trees
that help maintain pools, form grade control, and provide habitat niches. Sassarixa Creek is connected to
its floodplain (Bank Height Ratio (BHR) = 1.0) and there is evidence of recent bankfull events from sand
deposits at the top of bank.
T1 and T1A
T1 enters the site at Old Olive Road in the northeast section of the project. The alluvial valley is relatively
narrow at the upstream limit and widens as the stream flows towards Sassarixa Creek. The first reach
(111) is most closely described as an incised and straightened B5. It has a pilot baseflow channel with a
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.3

vegetated inner berm, and is incised (BHR = 3.0) but relatively stable. There is localized erosion from
livestock trampling across the channel. Most of the buffer on this reach is fescue with single specimen
trees along the bank. As the stream makes a 90 -degree bend towards the north (start of R2), the incision
increases and it transitions to a G5 channel. This channel is impounded by a small pond along R2. Below
the pond (R3), the channel remains incised (BHR = 3.1) but increases in sinuosity. The stream scores
more towards perennial upstream of the pond, however, the pond appears to have heavily impacted
the hydrology, and the overall stream scores as intermittent. The stream is a sandbed system with
limited amounts of sediment input from the watershed due to the pond upstream of Old Olive Road.
T1A is a small intermittent stream that joins T1 downstream of the existing pond. It is a relatively stable
stream with an existing meander pattern and scour located along meander bends and evidence of
livestock trampling banks. The floodplain at the confluence of T1 and T1A has been heavily manipulated
by livestock, where their trampling of the wetland seep has altered the surface hydrology of the wetland
through continual compaction.
T2
The origin of T2 is a farm pond located in the natural valley of this drainage area that is dominated by
fescue and hay production. There is a grass swale at the outlet of the pond, and once the swale reaches
the edge of the forest, there is a large (>5') headcut as it enters the valley of Sassarixa Creek. The stream
within the forest is an intermittent, G5, sandbed system that is incised (BHR = 6.5) along the reach
length and has significant scour along the streambanks from high energy produced by the system over
the headcut. Livestock have access to this reach, which contributes to bank trampling, mass wasting of
bank material, and inputs of fecal coliform.
T3
T3 is a perennial stream that originates in the farm field south of Old Olive Road. It is incised along R1
and R2 (BHR = 2.3), but relatively stable. The streambed is sand with a small amount of gravel in the
pavement. As T3 flows down the steep (3.5%) alluvial valley, the incision increases and the stream
transitions to a G5 (BHR = 3.9). While T3 has a forested buffer, livestock access has impacted most of the
understory and contributed to bank trampling. Headcuts along R3, caused by woody debris dams,
increase incision and overall bed scour. Lack of grade control other than tree roots could continue to be
a destabilizing factor for this reach and incision may continue.
T4 and TS
T4 and T5 are perennial streams that enter the Site through culverts at Old Olive Road. They are located
in similar alluvial valleys that are restricted for most of the length, with the streams traversing between
valley walls, but that open up as the channels approach the Black Creek floodplain. The impact of the old
hog wallow area discussed in Section 2.1 is evident in T4 -R1 and T5 -R1. Both channels include areas
where the stream appears to go subterranean through wetlands due to manipulation of the channel and
surrounding floodplain. T4 is most accurately described as an E5b channel, with a slightly steeper valley
than T5. The T4 channel is incised (BHR= 2.0) along T4 -R1 and becomes less incised as it flows
downstream where livestock damage is lessened and the canopy and riparian buffer are more mature.
T5 is most accurately described as an E5 stream. Reach T5 -R1 is relatively stable, with localized scour on
the meander bends. The reach becomes moderately incised (BHR = 1.7) at the headcut located at the
transition point between T5 -R1 and T5 -R2. The stream becomes narrow (width to depth ratio of 2.2),
which is causing scour of the sandbed stream that is likely to continue without intervention. As the
stream transitions to a wider valley along R3 the stream becomes more stable.
TSA, T58, TSC
TSA, TSB, and T5c are the intermittent headwater streams to T5. They originate in the northernmost
region of the project, upstream of a large pond. Their watersheds are primarily livestock grazing areas
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page GA

and row crops. These reaches are located in steep alluvial valleys ranging from 2.5% -3.75%. There is
minimal scour and incision along the reaches except for localized bank trampling from continued
livestock access and they are moderately incised (BHR=1.3 —1.7). A forested canopy covers the stream
area, but livestock access has impacted the understory, which is now dominated by Japanese stiltgrass.
These streams are best described as B5, sandbed channels.
T6
T6 has the widest alluvial valley of any of the tributaries on site. The perennial stream enters the project
area at Old Olive Road. Reach 1 (R1) incised G5 channel (BHR = 2.1). There is evidence of channel
manipulation with dredged channel material located on the tops of banks. This incision reduces as the
channel moves downstream (BHR = 1.2). Spoil piles are less present, the stream begins to increase its
meander pattern, and the stream transitions to an E5 stream type.
2.3 Existing Conditions
The Site is located within the Targeted Local Watershed 03020201130030 and DWR Subbasin 03-04-04.
T1, T1A, T2, and T3 drain to Sassarixa Creek, which is a Class C, NSW protected for uses such as
secondary recreation, fishing, wildlife, fish consumption, aquatic life including propagation, survival, and
maintenance of biological integrity, and agriculture. Secondary uses include wading, boating, and other
uses involving human body contact with water where such activities take place in an infrequent,
unorganized, or incidental manner. T4, T5, and T6 flow into Black Creek, which is a Class B, NSW. This
classification is protected for all Class C uses; however, it includes recreational activities listed previously
specified as having direct contact of the human body with water, taking place on a frequent basis.
The Site topography, as indicated on the Four Oaks, NC USGS 7.5 -minute topographic quadrangle shows
a series of moderately sloped valleys (1-3%) that increase in width as they approach the floodplains of
Sassarixa Creek and Black Creek (Figure 3). Drainage areas and land uses for the project reaches were
delineated using USGS North Carolina StreamStats Version 3.0. The watershed boundaries were
imported into ArcGIS and confirmed against the North Carolina Floodplain Mapping Program's 2007
Light Detection and Ranging (LiDAR) data (Figure 4). Land uses draining to the project reaches are
primarily managed herbaceous cover/pasture and forest with impervious percentage ranging from 0.0%
on T5 to 3.9% on T1. The watershed areas and current land use are summarized in Table G.2.
Table G.2 Drainage Areas and Associated Land Use
Reach
NC DWR Stream
Intermittent/
Watershed
Watershed
Identification
Land Use
Name
Perennial Status
Area (acres)
Area (sq. mi.)
Form Scores
Sassarixa
47% agricultural, 7% developed,
50.5
Perennial
4,726
7.38
Creek
46% forested
63% agricultural, 20% developed,
T1
26
Intermittent
45
0.07
17% forested
80% agricultural, 0% developed,
T1A
23.5
Intermittent
6
0.01
20% forested
80% agriculture, 7% developed,
T2
25
Intermittent
13
0.02
13% forested
80% agricultural, 7% developed,
T3
31
Perennial
26
0.04
13% forested
52% agricultural, 4% developed,
T4
30.25
Perennial
32
0.05
44% forested
60% agricultural, 4% developed,
T5
41.25
Perennial
136
0.21
36% forested
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.5

Reach
NC DWR Stream
Intermittent/
Watershed
Watershed
Plain.
Gilead sandy loam, 8-15%
Identification
Plain. Formed from loamy marine sediments.
Cowarts loamy sand, 2-6% slopes
Land Use
Name
Deep, well drained soils generally found on south -facing side slopes of stream
Perennial Status
Area (acres)
Area (sq. mi.)
Very deep, well drained soils generally found on side slopes and in upland areas
slopes
Form Scores
Wehadkee loam, 0-2% slopes,
Very deep, poorly drained soils generally located in floodplains.
frequently flooded
80% agricultural, 0% developed,
T5A
29.75
Intermittent
24
0.04
20% forested
80% agricultural, 0% developed,
TSB
23.25
Intermittent
25
0.04
20% forested
T5C
25.25
Intermittent
10
0.02
90% agriculture, 10%forested
60% agricultural, 4% developed,
T6
38.25
Perennial
130
0.2
36% forested
Notes: Land Use Source— National Land Cover Database 2011 (NLCD 2011), Multi -Resolution Land Characteristics (MRLC)
consortium, https://www.mrlc.gov/nlcd20ll.php
2.4 Soils
The proposed project is mapped by the Web Soil Survey for Johnston County. Project area soils are
described below in Table G.3. Figure 5 provides a soil map of the Site.
Table G.3 Project Soil Types and Descriptions
Soil Name
Description
Bibb sandy loam, 0-2% slope,
Very deep, poorly drained soils found in floodplains along streams in the Coastal
frequently flooded
Plain.
Gilead sandy loam, 8-15%
Very deep, moderately well drained soils found in the uplands of the Coastal
Plain. Formed from loamy marine sediments.
Cowarts loamy sand, 2-6% slopes
Very deep, well drained soils found in the uplands on the Coastal Plain.
Nason Silt loam, 15-25%
Deep, well drained soils generally found on south -facing side slopes of stream
valleys, more common in the Piedmont.
Uchee loamy coarse sand, 6-12%
Very deep, well drained soils generally found on side slopes and in upland areas
slopes
in the Coastal Plain.
Wehadkee loam, 0-2% slopes,
Very deep, poorly drained soils generally located in floodplains.
frequently flooded
Source: Soil Survey of Johnston County, North Carolina, USDA-NRCS,
https://www.nres.usda.gov/Internet/FSE_MANUSCRI PTS/north_carolina/NC101/0/Johnston.pdf
2.5 Geology
The Site is located in the Rolling Coastal Plain of the Coastal Plain physiographic province. The Coastal
Plain is characterized by relatively flat terraces of primarily unconsolidated sediments and carbonate
rocks ranging in age from Cretaceous to Quarternary. These layered materials accumulated as sediments
deposited in what was once a shallow ocean or shelf interface along a shallow ocean. The deposits form
roughly parallel belts that trend southwest to northeast. The site is located in the belt called the
Middendorf Formation (km), which formed during the Cretaceous period. The Middendorf formation is
deeply weathered and consists mainly of layered delta plain to fluvial deposit. Sediments are layered in
think black clay and light-colored sand layers consisting of sand, sandstone, and mudstone. Sands are
primarily quartz; however, outcrops of feldspar may be up to 15 percent. Due to the weathered
condition of the soils and base geology, no exposed bedrock is located on site.
Sources: North Carolina Geological Survey (NCGS), 2016. Mineral Resources. http://deq.nc.gov/about/divisions/energy-mineral-
land-resources/north-carolina-geological-survey/ncgs-maps/1985-geologic-map-of-nc, North Carolina Geological Survey
(NCGS), 1985. Geologic map of North Carolina 1:500,000 scale.
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Sohl, N.F. and Owens, J.P. 1991. Cretaceous Stratigraphy of the Carolina Coastal Plain. The Geology of the Carolinas, Carolina
Geological Society, Fiftieth Anniversary Volume. Edited by J.W. Horton and V.A. Zullo. The University of Tennessee Press,
Knoxville, TN. 191 - 220
2.6 Cultural Resources and Significant Natural Heritage Areas
Wildlands reviewed the National Register with the State Historic Preservation Office. As shown in Figure
1, the Site is adjacent to the Holts Lake/Black Creek Swamp, which is listed as a Significant Natural
Heritage Area. It is also within a five -mile radius of two sites managed by the NC Natural Heritage
Program. The archeological site files at the North Carolina Office of State Archaeology (OSA) have not
been reviewed at this time. All appropriate cultural resource agencies will be contacted for their review
and comment prior to any land disturbing activity.
2.7 Threatened and Endangered Species
Wildlands searched the US Fish and Wildlife Service (USFWS) and NHP databases for federally listed
threatened and endangered species in Johnston County, NC. Currently there are four species, which
include Michaux's sumac (Rhus michauxii), red -cockaded woodpecker (Picoides borealis), Tar River
spinymussel (Elliptio steinstansana), and dwarf wedgemussel (Alasmidonta hererodon) (Table G.4). A
pedestrian survey was conducted on August 30, 2017, to determine if any of the species are present on
site. No individuals were located during the survey. Wildlands will conduct a further review for
protected species upon award of the contract and will coordinate with USFWS and North Carolina
Wildlife Resource Commission (NCWRC) as necessary based on that review.
Table GA Federally Protected Species in Johnston County, NC
Species
Federal Status
Habitat
Vascular Plant
Michaux's sumac (Rhus
Rare shrub found in sandy soils in openings or thin woods. It
michauxii)
Endangered
appears dependent on some form of disturbance or maintenance
of open habitat.
Vertebrate
Red -cockaded
woodpecker (Picoides
Endangered
Found in open, mature, old growth pine forests.
borealis)
Invertebrate
Tar River spinymussel
Endangered
Prefers relatively fast -flowing, well oxygenated water with
(Elliptio steinstansana)
substrates of sand/gravel and no silt.
Dwarf wedgemussel
Prefers muddy sand and gravel substrate in creeks and rivers in
(Alasmidonta
Endangered
areas of slow to moderate current with little silt deposition.
hererodon)
Source: https://ecos.fws.gov/ecp0/reports/species-by-current-range-county?fips=37101
2.8 Floodplain Compliance
The Site is represented on the Johnston County Flood Insurance Rate Map Panel 1662. Sassarixa Creek
and the downstream portions of T4, TS, and T6 are mapped in Zone AE from the modeled Black Creek,
however no streams on Site are modeled. Areas within the mapping are slated for enhancement and
preservation and will not require net fill within the floodplain. Wildlands will coordinate with the
Johnston County floodplain administrator to obtain the appropriate floodplain development permit for
the project, if required.
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2.9 Site Constraints and Access
Internal crossings are proposed on the Site to maintain landowner access and use of the adjoining
pastures. These crossings are summarized and numbered below in Table G.S. The numbered crossings
are depicted on Figure's 6A and 6B.
The only ford crossing on Site is located on Sassarixa Creek downsteam of the confluence with T1.
Crossings 2, 5, and 6 in Table G.5 are located at the easement boundaries and do not bisect any
restoration reaches. They are kept as internal crossings to exclude livestock from the streams in
perpetuity. Crossings will be designed to integrate with the project alignments and profile design.
Table G.5 Easement Crossings
No.
Width (ft)
Location
Internal or External
Crossing Type
1
25
Sassarixa Creek — R2
Internal
Ford
2
25
T4, upstream limit
Internal
Culvert
3
25
T4 -R3
Internal
Culvert
4
25
T5-R1/T5-R2 break
Internal
Culvert
5
25
T5, downstream limit
Internal
Culvert
6
35
T6, downstream limit
Internal
Culvert
No known utilities are located within the site boundaries. The easement boundaries around all streams
proposed for mitigation credit provide the required 50 -foot minimum riparian buffer for Coastal county
streams. The easement area will be marked per requirements outlined in RFP 16-007279.
The entire easement area can be accessed for construction, monitoring, and long-term stewardship
from Old Olive Road.
There is one small airport that is known to exist just outside the five -mile radius from the Site. The
Johnston County Airport is located northeast of the site and has a single asphalt runway.
3.0 Project Development
The Wildlands Team proposes to restore a high quality of ecological function to the streams and riparian
corridors on the Site. The project design will be developed to avoid significant adverse impacts to
existing streams, wetland resources, or mature wooded vegetation. Different management objectives
are proposed for different portions of the project area. These activities are discussed below and
summarized in Table G.6. Figure 6A and 6B illustrates the conceptual design for the Site.
3.1 Stream Mitigation Approach
Currently, the streams throughout the Site are extensively impacted by grazing livestock. The primary
stressors to Site streams are livestock trampling and fecal coliform inputs, active erosion and incision,
and the lack of stabilizing stream bank and riparian vegetation.
Wildlands proposes a multi -tiered approach for restoring streams on site including Preservation,
Enhancement ll, and Priority 1 Restoration with some Priority 2 Restoration at confluences and
transition zones. Most streams have more than one approach assigned, as Wildlands is targeting full
restoration only where it is absolutely required, and is using a lighter touch in areas that will stabilize
naturally with livestock exclusion and vegetation.
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Preservation is proposed on the highest quality
stream reaches, T3 -R4 and T4 -R3, where there
is an existing mature riparian canopy and
impact from livestock access is not evident.
These reaches will be protected from livestock
access and treated for invasive species as
needed. The downstream 600 linear feet of T4 -
R3 will be protected with a conservation
easement, but no credit will be claimed. This
keeps the percentage length of preservation
under 10 percent of the total length, but
protects the connection of T4 to Black Creek.
Each of the reaches slated for Enhancement II
level practices is relatively stable
geomorphically, but historic and ongoing cattle access to the streams and buffers threatens water
quality and buffer integrity. For the upper reaches of T1, T4, and T5, as well as T1 -R4, T1A, T3 -R2, T5 -R3,
and T6 -R2 the primary enhancement practice will be correcting isolated areas of incision and erosion,
installing livestock fencing where needed, and planting. For Sassarixa Creek, TSA, TSB, and T5C less
structural intervention is needed. Activities on these reaches include livestock fencing and planting.
Localized invasive species treatment will also take place where needed on all enhancement reaches.
Restoration level practices are proposed on the remainder of the Site where persistent, systemic incision
cannot be addressed through spot treatment and where hydrology of streams have been significantly
affected by farm ponds that are able to be removed. Restoration designs will focus on correcting
incision, restoring floodplain connectivity, and restoring a stable and sinuous dimension, pattern, and
profile, while protecting streams from livestock access. The unmaintained pond on T1 -R2 will be drained
and the dam removed to restore a free-flowing channel. Headcuts and channel manipulation will be
addressed by implementing Priority 1 restoration with channel stabilization using log structures. The
channel will be reconnected to the floodplain and the riparian wetland seeps located on the left bank of
T1. T2 restoration will also involve the removal of a farm pond. The pond will be removed and a free-
flowing channel restored. Restoration will involve transitioning this new channel down to the floodplain
of Sassarixa Creek in a stable manner, addressing the large existing headcut at the edge of the forest.
Restoration will be a combination of Priority 1 and 2 on this reach.
MAY 2011 JUNE 2017 JULY 2013 !UNE 2014
T3 and T5 both have restoration reaches between stable sections of stream upstream and downstream.
Incision and straightening in these reaches will be addressed with Priority 1 restoration including grade
control using log structures. The restoration reach on T6 (T6 -R1) begins at a perched culvert under Old
Olive Road. T6 -R1 will be raised to the existing floodplain elevation using Priority 1 restoration, and will
transition to the enhancement section downstream.
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Livestock will be excluded along all restoration and enhancement reaches within easement boundaries
Buffers will be planted as described in Section 3.3. In areas where invasive species are present, these
plants will be removed either as part of grading activities or treated with herbicide prior to buffer
planting.
All project reaches will be designed to create stable,
functional stream channels. Design will be based on
reference reach and sediment transport analyses.
Dimension, pattern, and profile will be designed to
allow for frequent overbank flooding, provide stable
bank slopes, and enable biological lift. This approach
will provide hydrologic connectivity between streams
and floodplains, and will also create vertical and
lateral stability. Treating invasive vegetation and
establishing stable bank slopes will allow for a native
and diverse riparian zone to grow which will improve
nutrient removal. A diverse bedform will provide
habitat for an increased number of species of insects,
fish, and amphibians. This diverse bedform will be
established using instream structures appropriate for
the geomorphic setting such as log weirs, log vanes,
and constructed riffles. This proposed work will not
only improve Site streams, but will improve terrestrial
riparian corridors within the overall Black Creek
watershed and drainage area downstream to Holts
Lake.
Wildlands will begin the project by identifying the best
design approach to meet the stated project objectives
and implement the appropriate degree of
intervention. A combination of analog, empirical, and
analytical design approaches will potentially be used. Reference streams will be identified and will serve
as one of the primary sources of information on which restoration designs are based. Modeling and
other detailed analyses will be used as appropriate to develop or verify designs. Wildlands has
developed a general approach to be used as the basis for stream restoration design. The design
approach, which is tailored to each site, continues to develop as additional projects are implemented.
Some of the key elements of the methods are described below.
Generally, stream designs will be based on a design discharge range that, in most cases, will
approximate the bankfull discharge but will be selected to meet the objectives of the design. The
discharge will be determined through detailed hydrologic analyses using the best available information
such as local or regional stream gage records, empirical regional stream flow estimates, hydrologic
modeling results, and reference stream flows. Other discharges (such as baseflow or flows to support
instream habitat features) will also be considered during the design process based on the specific
project objectives. The design will be developed to the specific sediment transport regimes of the
system, discussed in Section 3.2.
Conservation easement areas will be marked per DMS guidelines. Native riparian buffers measuring a
minimum of 50 feet from the proposed top of bank will be planted along all restored and enhanced
streams on the Site. Wildlands will be operating a nutrient and buffer bank that may extend these buffer
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widths beyond 50 feet on several reaches. Any easement fencing or marking would be outside of those
limits.
3.2 Sediment Transport
Sediment transport analysis must be performed for each specific design. The analysis approach is based
on watershed assessment, local stream observations, reference conditions, and other sources of
information. Wildlands performed a preliminary watershed analysis and field assessment of the project
streams. As described in Section 2.3, the watersheds are primarily comprised of agricultural lands used
for livestock grazing, hay production, and row crops. Land use within these watersheds is not anticipated
to change over the course of this project. During the field assessment, Wildlands found no evidence of
significant inputs of sediment being contributed overland from the contributing watersheds. General
indications of these include headcuts through fields contributing sediment, aggradation in various parts
of the stream reaches, and evidence of sedimentation within the floodplain along drainage pathways.
Sediment input from contributing watersheds along UTI and UT5 are likely controlled by upstream off-
site farm ponds. Erosion and scour within the streams is certainly contributing sediment to the
downstream system, however, with the restoration activities described in Section 3.1, these inputs are
not considered to be long term. There was no evidence along stream reaches of significant aggradation
due to an abundance of sediment and lack of stream power. Areas of bed scour were a result of lack of
grade control within the system and historic channel manipulation.
Stream substrate was observed to be similar across all streams within the project area. A composite
pavement/subpavement sample was collected and analyzed by a laboratory using a hydrometer
analysis. The sample was comprised of 89.4% sand, 3.9% gravel, 3.5% silt, and 3.2% clay. The preliminary
analysis indicates streams on site are competent to move existing sand bed loads. Wildlands concludes
that with existing watershed and stream conditions, the composition of the substrate, and previous
design experience in similar watersheds, sediment transport will not be an issue on this site and
extensive modeling and analysis will not be required for the design of on-site streams.
3.3 Vegetation Plan
The Site will be planted following construction of
the project. The planting plan will be based on an
appropriate nearby reference community and will
be developed to restore appropriate strata (canopy,
understory, shrub, and herbaceous layers).
The canopy will be restored through planting of
bare root trees. The understory and shrub layers will
be restored through a combination of planting bare
root, low growth species and installing live stake
shrub species. The herbaceous layer will be restored
by seeding the disturbed area with a native seed
mix with an emphasis placed on creating good soil
contact to encourage germination.
4.0 Proposed Mitigation
Sassarixa Swamp Mitigation Site offers two restoration plan options using a combination of steam
restoration, enhancement level II, and preservation. Option 1 includes all on -Site streams shown in the
existing conditions map and discussed in this document (Sassarixa Creek, T1, T1A, T2, T3, T4, T5, TSA,
T513, TSC, and T6). Option 1 produces 8,558 SMUs. Option 2 excludes streams TSA, TSB, and TSC. Option
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2 produces 7,733 SMUs. The mitigation credit calculation was derived using the US Army Corps of
Engineers' Stream Mitigation Guidance and was based on Wildlands' conceptual design for maximum
ecological uplift. Care was taken not to impact riparian wetlands unnecessarily. The portion of T4 called
out as not for credit in Figures 6A and 613 is a wetland area Wildlands believes will have better uplift if it
is protected and no new channel is cut through it. T4 -R3 has a preservation portion also called out as
protected but not for credit in Figures 6A and 66. This allows for the preservation length of the project
to be under 10 percent, but to maximize protection of aquatic resources on Site. Given the existing
conditions of the stream channels, the disturbance factors, and the constraints, management objectives
for each reach have been established. The management objective, the mitigation type, and proposed
amount of stream mitigation is presented in the below Table G.6.
Table G.6 Mitigation Units proposed for the Sassarixa Swamp Mitigation Site
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Mitigation
Type
Length
Reach
Management Objectives
Ratio
Units
Mitigation
o n
(feet)
(SMUs)
Stream Mitigation Units Option 1
Sassarixa
Excluding livestock, supplemental planting,
Creek
Enhancement II
3,071
2.5:1
1,228
invasive removal
R1 -R3
Bank and bed stability and habitat
T1 -R1
structures, livestock exclusion, riparian
Enhancement II
501
2.5:1
200
buffer planting, invasive removal
Pond removal, Priority I restoration,
T1 -R2,
planting, livestock exclusion, invasive
Restoration
1,380
1:1
1,380
T1 -R3
removal
Bank and bed stability and habitat
T1 -R4
structures, livestock exclusion, riparian
Enhancement 11
264
2.5:1
106
buffer planting, invasive removal
Bank and bed stability and habitat
T1A
structures, livestock exclusion, riparian
Enhancement II
495
2.5:1
198
buffer planting, invasive removal
Pond removal, Priority I and II restoration,
T2
planting, livestock exclusion, invasive
Restoration
1,020
1:1
1,020
removal
Priority I restoration, planting, and livestock
T3 -R1
exclusion, invasive removal
Restoration
210
1:1
210
Bank and bed stability and habitat
T3 -R2
structures, livestock exclusion, riparian
Enhancement 11
220
2.5:1
88
buffer planting, invasive removal
Priority I restoration, planting, and livestock
T3 -R3
Restoration
840
1:1
840
exclusion, invasive removal
Livestock exclusion, supplemental planting,
T3 -R4
Preservation
264
10:1
26
invasive removal
Bank and bed stability and habitat
T4
structures, livestock exclusion, riparian
Enhancement II
473
2.5:1
189
R1 -R2
buffer planting, invasive removal
Livestock exclusion, supplemental planting,
T4 -R3
Preservation
1,000
10:1
100
invasive removal
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Mitigation
Type
Length
Reach
Management Objectives
Ratio
Units
Mitigation
o n
(feet)
(SMUs)
Bank and bed stability and habitat
T5 -R1
structures, livestock exclusion, riparian
Enhancement II
690
2.5:1
276
buffer planting, invasive removal
Priority I restoration, planting, and livestock
T5 -R2
Restoration
813
1:1
813
exclusion
Bank and bed stability and habitat
T5 -R3
structures, livestock exclusion, riparian
Enhancement 11
966
2.5:1
386
buffer planting, invasive removal
Excluding livestock, supplemental planting,
TSA
Enhancement II
963
2.5:1
385
invasive removal
Excluding livestock, supplemental planting,
TSB
Enhancement II
523
2.5:1
209
invasive removal
Excluding livestock, supplemental planting,
TSC
Enhancement II
578
2.5:1
231
invasive removal
Priority I restoration, planting, and livestock
T6 -R1
exclusion, invasive removal
Restoration
248
1:1
248
Bank and bed stability and habitat
T6 -R2
structures, livestock exclusion, riparian
Enhancement II
1,062
2.5:1
425
buffer planting, invasive removal
Option 1 Total
15,581
8,558
Stream Mitigation Units Option 2
Sassarixa
Excluding livestock supplemental planting,
Creek
Enhancement 11
3,071
2.5:1
1,228
invasive removal
R1 -R3
Bank and bed stability and habitat
T1 -R1
structures, livestock exclusion, riparian
Enhancement 11
501
2.5:1
200
buffer planting, invasive removal
Pond removal, Priority I restoration,
T1 -R2,
planting, livestock exclusion, invasive
Restoration
1,380
1:1
1,380
T1 -R3
removal
Bank and bed stability and habitat
T1 -R3
structures, livestock exclusion, riparian
Enhancement II
264
2.5:1
106
buffer planting, invasive removal
Bank and bed stability and habitat
T1A
structures, livestock exclusion, riparian
Enhancement II
495
2.5:1
198
buffer planting, invasive removal
Pond removal, Priority I and II restoration,
T2
planting, livestock exclusion, invasive
Restoration
1,020
1:1
1,020
removal
Priority I restoration, planting, and livestock
T3 -R1
Restoration
210
1:1
210
exclusion, invasive removal
Bank and bed stability and habitat
T3 -R2
structures, livestock exclusion, riparian
Enhancement 11
220
2.5:1
88
buffer planting, invasive removal
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Note 1: Lengths are approximate based on professional judgement and exclude crossing locations.
5.0 Current Ownership
The Site is located on several parcels owned by the Olive extended family. Option agreements for the
project area shown on Figure 6 have been signed by the property owners and the Memoranda of Option
are recorded in the Johnston County Register of Deeds. The option agreement allows Wildlands to
purchase a conservation easement on the property. The Memorandum of Option is valid for a minimum
of six months from the closing date of RFP 16-007279. Wildlands will convey the conservation easement
to the State to provide long term protection of the Site. The conservation easement agreement will
ensure the right of entry abilities of Wildlands, its contractors, and the future easement holder in any
future land transactions. Copies of the Memoranda of Option are included in the appendix. The
landowners, parcel identification number, and deed book and page numbers for the Memorandum of
Option are summarized in Table G.7.
Table G.7 Property Owner for the Sassarixa Creek Mitigation Site
Property Owner
Parcel ID Number
Memorandum of Option Deed Book (DB) and Page (PG) Numbers
Hunter E. Olive and Janie
167200-58-6572,
Mitigation
Type
Length
167200-59-2333
Reach
Management Objectives
Ratio
Units
Thompson, June Jones
Mitigation
o n
(feet)
167200-66 6896
Olive Revocable Trust
Matthew T. Keen
167200-06-5717
(SMUs)
Priority I restoration, planting, and livestock
T3 -R3
exclusion, invasive removal
Restoration
840
1:1
840
Livestock exclusion, supplemental planting,
T3 -R4
Preservation
264
10:1
26
invasive removal
Bank and bed stability and habitat
T4
structures, livestock exclusion, riparian
Enhancement II
473
2.5:1
189
R1 -R2
buffer planting, invasive removal
Livestock exclusion, supplemental planting,
T4 -R3
invasive removal
Preservation
1,000
10:1
100
Bank and bed stability and habitat
T5 -R1
structures, livestock exclusion, riparian
Enhancement II
690
2.5:1
276
buffer planting, invasive removal
Priority I restoration, planting, and livestock
T5 -R2
Restoration
813
1:1
813
exclusion
Bank and bed stability and habitat
T5 -R3
structures, livestock exclusion, riparian
Enhancement 11
966
2.5:1
386
buffer planting, invasive removal
Priority I restoration, planting, and livestock
T6 -R1
exclusion, invasive removal
Restoration
248
1:1
248
Bank and bed stability and habitat
T6 -R2
structures, livestock exclusion, riparian
Enhancement II
1,062
2.5:1
425
buffer planting, invasive removal
Option 2 Total
13,517
7,733
Note 1: Lengths are approximate based on professional judgement and exclude crossing locations.
5.0 Current Ownership
The Site is located on several parcels owned by the Olive extended family. Option agreements for the
project area shown on Figure 6 have been signed by the property owners and the Memoranda of Option
are recorded in the Johnston County Register of Deeds. The option agreement allows Wildlands to
purchase a conservation easement on the property. The Memorandum of Option is valid for a minimum
of six months from the closing date of RFP 16-007279. Wildlands will convey the conservation easement
to the State to provide long term protection of the Site. The conservation easement agreement will
ensure the right of entry abilities of Wildlands, its contractors, and the future easement holder in any
future land transactions. Copies of the Memoranda of Option are included in the appendix. The
landowners, parcel identification number, and deed book and page numbers for the Memorandum of
Option are summarized in Table G.7.
Table G.7 Property Owner for the Sassarixa Creek Mitigation Site
Property Owner
Parcel ID Number
Memorandum of Option Deed Book (DB) and Page (PG) Numbers
Hunter E. Olive and Janie
167200-58-6572,
4950: 542-547
E. Olive
167200-59-2333
Tami 0. Thompson, David
167200-79-8148,
Thompson, June Jones
4950: 511-517
167200-66 6896
Olive Revocable Trust
Matthew T. Keen
167200-06-5717
4950: 523-527
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Property Owner
Parcel ID Number
Memorandum of Option Deed Book (DB) and Page (PG) Numbers
DMS Deliverable
166200-88-5084,
June Jones Olive
4950: 518-522
166200-85-0452
Revocable Trust
• On-site meeting with the IRT and DMS
Mary Hunter Olive -Waller,
Categorical Exclusion
to discuss concepts of the mitigation
166200-49-5125,
1
Todd F. Waller, and
plan and identify concerns.
4950: 504-510
167200-07-9639
Conduct an environmental screening
Amanda J. Olive
June Jones Olive
Categorical Exclusion document.
166200-57-0481,
Revocable Trust, Hunter E.
4950: 528-534
167200-17-2303
Olive, Janie W. Olive
• 5 preliminary review items outlined in
Tami Olive Thompson,
• Create conservation easement
the RFP, submitted electronically.
David Thompson, Dawn
167200-07-0762
4950:535-541
Olive
Recordation
Tami Olive Thompson,
RFP, submitted electronically and 1
16200-78-8163
4950: 548-553
David Thompson
6.0 Scope of Work and Project Phasing
Table G.8 describes the tasks and deliverables required by the Scope of Work outlined in RFP 16-007279.
Table G.9 provides the proposed schedule for accomplishing each Scope of Work task. The Wildlands
Team has experience handling tightly scheduled projects with a number of stakeholders. We understand
the importance of clear communication and adherence to deadlines. We will establish additional
internal deadlines to keep the project milestones on track. Each task will be staffed with the appropriate
technical and management staff to ensure quality and timely completion.
Table G.8 Summary Scope of Work for the Sassarixa Swamp Mitigation Site
Task #
Task Name
Task Summary
DMS Deliverable
• Secure DMS Full Delivery Landowner
Authorization Form.
• On-site meeting with the IRT and DMS
• DMS Full Delivery Landowner
Categorical Exclusion
to discuss concepts of the mitigation
Authorization Form.
1
plan and identify concerns.
Documentation
Conduct an environmental screening
' 2 hard copies, 1 electronic copy
to identify threatened/endangered
Categorical Exclusion document.
species, environmental, or cultural
issues on the Site.
• 5 preliminary review items outlined in
Conservation
• Create conservation easement
the RFP, submitted electronically.
2
Easement
documents and plats.
• 7 final deliverables outlined in the
Recordation
• Close and record the conservation
RFP, submitted electronically and 1
easement.
hard copy accompanied by a compact
disc.
• 3 hard copies and 1 electronic "Draft"
Mitigation Plan.
Mitigation Plan (Final
• Develop a site-specific mitigation plan,
• 5 hard copies and 1 electronic "Final
3
Draft) and Financial
appropriate for the Site.
Draft" Mitigation Plan.
Assurance
• Revise per DMS and IRT review
• Performance Bond
comments.
• 2 Completed PCN forms, 6 hard
copies and 1 electronic copies of the
"Final" Mitigation Plan.
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.15

Task #
Task Name
Task Summary
DMS Deliverable
Completion
Date (assuming NTP on
• Secure all necessary permits and/or
• 1 hard copy of approved permits prior
4
Permitting and
certifications for Site construction.
to beginning earthwork.
Task 2. Submit Recorded Conservation Easement on the Site
Earthwork
• Construct the Site.
e Written notification of earthwork
1 year, 6 months
August 1, 2019
Assurance
completion.
Mitigation Site
Planting and
• Complete planting of Site.
• Written notification of planting and
5
Installation of
• Install monitoring devices.
monitoring device installation
Monitoring Devices
• Install easement markers and signage.
completion.
July 1, 2020
Drawings) Approved by DMS
• Conduct baseline monitoring.
• 3 hard copies of "Draft" Baseline
Task 7. Submit Monitoring Report #1 to DMS*
Baseline Monitoring
• Perform as -built survey.
Monitoring Document and As -Built
6
Report (Including As-
• Prepare baseline monitoring
drawings.
November 30, 2022
Built Drawings)
document.
• 3 hard copies and 1 electronic copy of
Task 11. Submit Monitoring Report #5 to DMS*
Approved by DMS
• Prepare as -built survey drawings.
"Final" Baseline Monitoring
•
Document and As -Built drawings.
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
7
Monitoring Year 1
9 Prepare the monitoring report.
the annual monitoring report.
8
Monitoring Year 2
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
e Prepare the monitoring report.
the annual monitoring report.
9
Monitoring Year 3
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
e Prepare the monitoring report.
the annual monitoring report.
10
Monitoring Year 4
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
. Prepare the monitoring report.
the annual monitoring report.
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
11
Monitoring Year 5
9 Prepare the monitoring report.
the annual monitoring report.
12
Monitoring Year 6
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
9 Prepare the monitoring report.
the annual monitoring report.
• Monitor the Site.
• 5 hard copies and 1 electronic copy of
13
Monitoring Year 7
• Prepare the monitoring report.
the annual monitoring report.
and Close -Out Process
• Prepare closeout report.
• 5 hard copies and 1 electronic copy of
• Attend closeout meetings.
the closeout report.
Table G.9 Project Schedule for the Sassarixa Swamp Mitigation Site
01. Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.16
Proposed Time to
Proposed Completion
Project Milestone
Completion
Date (assuming NTP on
(from date of NTP)
February 1, 2018)
Task 1. CE Document
3 months
May 1, 2018
Task 2. Submit Recorded Conservation Easement on the Site
1 year, 6 months
August 1, 2019
Task 3. Mitigation Plan Approved by DMS and Financial
1 year, 6 months
August 1, 2019
Assurance
Task 4. Mitigation Site Earthwork Completed
2 years, 1 months
March 1, 2020
Task 5. Mitigation Site Planting & Installation of Monitoring
2 years, 3 months
May 1, 2020
Devices
Task 6. Baseline Monitoring Report (Including As -Built
2 years, 5 months
July 1, 2020
Drawings) Approved by DMS
Task 7. Submit Monitoring Report #1 to DMS*
2 years, 10 months
November 30, 2020
Task 8. Submit Monitoring Report #2 to DMS*
3 years, 10 months
November 30, 2021
Task 9. Submit Monitoring Report #3 to DMS*
4 years, 10 months
November 30, 2022
Task 10. Submit Monitoring Report #4 to DMS*
5 years, 10 months
November 30, 2023
Task 11. Submit Monitoring Report #5 to DMS*
6 years, 10 months
November 30, 2024
01. Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.16

*Meets success criteria (schedule progression has been developed assuming that the site meets success
criteria each monitoring year)
7.0 Performance Standards and Monitoring Plan
The performance criteria for the Site will follow approved performance criteria presented in the DMS
Stream and Wetland Mitigation Plan Template and Guidance (June 2017), and the October 2016 IRT
Mitigation Monitoring Guidance. Annual monitoring and semi-annual site visits will be conducted to
assess the condition of the completed project. The stream restoration sections of the project will be
assigned specific performance criteria components for hydrology, vegetation, and geomorphology. The
stream Enhancement II reaches will be assigned specific performance criteria components for
vegetation only. No performance criteria will be tied to preservation reaches. Performance criteria will
be evaluated throughout the (up to) seven years of post -construction monitoring. If all performance
criteria have been successfully met and at least four bankfull events have occurred during separate
years, Wildlands may propose to terminate stream and/or vegetation monitoring after five years with
written approval from the Army Corps of Engineers and North Carolina Interagency Review Team. An
outline of the performance criteria components follows.
7.1 Stream Morphological Parameters and Channel Stability
Dimension
Riffle cross sections on the restoration reaches should be stable and should show little change in
bankfull area, bank height ratio, and width -to -depth ratio. Riffle cross sections should fall within the
parameters defined for channels of the appropriate stream type. If any changes do occur, these changes
will be evaluated to assess whether the stream channel is showing signs of instability. Changes in the
channel that indicate a movement toward stability or enhanced habitat include a decrease in the width -
to -depth ratio in meandering channels or an increase in
pool depth. Remedial action would not be taken if channel
changes indicate a movement toward stability.
In order to assess channel dimension performance,
permanent cross sections will be installed per the IRT
Mitigation Monitoring Guidelines (October 2016). Each
cross section will be permanently marked with pins to
establish its location. Cross section surveys will include
points measured at all breaks in slope, including top of
bank, bankfull, edge of water, and thalweg. Cross section
and bank pin surveys (if applicable) will be conducted in
monitoring years one, two, three, five, and seven.
Profile and Pattern
Longitudinal profile surveys will be conducted during the as -built survey, but will not be conducted
during the seven-year monitoring period unless other indicators during the annual monitoring indicate a
trend toward vertical and lateral instability. If a longitudinal profile is deemed necessary, monitoring will
follow standards as described in the USFS Stream Channel Reference Guidance (Harrelson et. Al 1994)
for the necessary reaches.
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.17
Proposed Time to
Proposed Completion
Project Milestone
Completion
Date (assuming NTP on
(from date of NTP)
February 1, 2018)
Task 12. Submit Monitoring Report #6 to DMS*
7 years, 10 months
November 30, 2025
Task 13. Submit Monitoring Report #7 to DMS* and
8 years, 10 months
November 30, 2026
complete Close -Out Process
*Meets success criteria (schedule progression has been developed assuming that the site meets success
criteria each monitoring year)
7.0 Performance Standards and Monitoring Plan
The performance criteria for the Site will follow approved performance criteria presented in the DMS
Stream and Wetland Mitigation Plan Template and Guidance (June 2017), and the October 2016 IRT
Mitigation Monitoring Guidance. Annual monitoring and semi-annual site visits will be conducted to
assess the condition of the completed project. The stream restoration sections of the project will be
assigned specific performance criteria components for hydrology, vegetation, and geomorphology. The
stream Enhancement II reaches will be assigned specific performance criteria components for
vegetation only. No performance criteria will be tied to preservation reaches. Performance criteria will
be evaluated throughout the (up to) seven years of post -construction monitoring. If all performance
criteria have been successfully met and at least four bankfull events have occurred during separate
years, Wildlands may propose to terminate stream and/or vegetation monitoring after five years with
written approval from the Army Corps of Engineers and North Carolina Interagency Review Team. An
outline of the performance criteria components follows.
7.1 Stream Morphological Parameters and Channel Stability
Dimension
Riffle cross sections on the restoration reaches should be stable and should show little change in
bankfull area, bank height ratio, and width -to -depth ratio. Riffle cross sections should fall within the
parameters defined for channels of the appropriate stream type. If any changes do occur, these changes
will be evaluated to assess whether the stream channel is showing signs of instability. Changes in the
channel that indicate a movement toward stability or enhanced habitat include a decrease in the width -
to -depth ratio in meandering channels or an increase in
pool depth. Remedial action would not be taken if channel
changes indicate a movement toward stability.
In order to assess channel dimension performance,
permanent cross sections will be installed per the IRT
Mitigation Monitoring Guidelines (October 2016). Each
cross section will be permanently marked with pins to
establish its location. Cross section surveys will include
points measured at all breaks in slope, including top of
bank, bankfull, edge of water, and thalweg. Cross section
and bank pin surveys (if applicable) will be conducted in
monitoring years one, two, three, five, and seven.
Profile and Pattern
Longitudinal profile surveys will be conducted during the as -built survey, but will not be conducted
during the seven-year monitoring period unless other indicators during the annual monitoring indicate a
trend toward vertical and lateral instability. If a longitudinal profile is deemed necessary, monitoring will
follow standards as described in the USFS Stream Channel Reference Guidance (Harrelson et. Al 1994)
for the necessary reaches.
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.17

Substrate
Substrate materials in the restoration reaches should indicate a progression towards or the maintenance
of coarser materials in the riffle features and smaller particles in the pool features. However, natural
variations in pool and riffle substrate is expected as a result of sediment transport processes in steeper
sloped channels. A reach -wide pebble count will be performed in each restoration reach each year for
classification purposes. A wetted pebble count will be performed during the baseline survey at surveyed
riffles to characterize the pavement.
7.2 Hydrology
Stream
Four bankfull flow events, occurring in separate years, must be documented on the restoration reaches
within the seven-year monitoring period. Stream monitoring will continue until success criteria in the
form of four bankfull events in separate years have been documented.
Bankfull events will be documented using photographs and either a crest gage or a pressure transducer,
as appropriate for Site conditions. The selected measurement device will be installed within a surveyed
riffle cross section. Photographs will also be used to document the occurrence of debris lines and
sediment deposition. A pressure transducer will be installed in the thalweg of the channel to document
30 consecutive days of baseflow within intermittent streams. The pressure transducer data will be
plotted and included in the annual monitoring reports.
7.3 Vegetation
The final vegetative success criteria will be the survival of 210 planted stems per acre in the riparian
corridor at the end of the required monitoring period (year seven). The interim measure of vegetative
success for the site will be the survival of at least 320 native species stems per acre at the end of the
third monitoring year and at least 260 stems per acre at the end of the fifth year of monitoring. If this
performance standard is met by year five and stem density is trending towards success (i.e., vigor), and
invasive species are not threatening ecological success, monitoring of vegetation on the Site may be
terminated with written approval by the USACE in consultation with the IRT. The extent of invasive
species coverage will also be monitored and controlled as necessary throughout the required
monitoring period.
Vegetation monitoring quadrants will be installed across the Site to measure the survival of the planted
trees. The number of monitoring quadrants required and frequency of monitoring will be based on the
DMS monitoring guidance documents. Vegetation monitoring will occur in the summer and will follow
the CVS-EEP Protocol for Recording Vegetation (2008) or another DMS approved protocol.
7.4 Other Parameters
Photo Reference Stations
Photographs should illustrate the Site's vegetation and morphological stability on an annual basis. Cross
section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal
photos should indicate the absence of persistent bars within the channel or vertical incision. Grade
control structures should remain stable. Deposition of sediment on the bank side of vane arms is
preferable. Maintenance of scour pools on the channel side of vane arms is expected.
Photographs will be taken once a year to visually document stability for seven years following
construction. Permanent markers will be established and located with GPS equipment so that the same
locations and view directions on the Site are photographed each year. Photos will be used to monitor
restoration and enhancement areas as well as vegetation plots.
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.18

Longitudinal reference photos will be established along the channel by taking a photo looking upstream
and downstream. Cross sectional photos will be taken of each permanent cross section looking
upstream and downstream. Reference photos will also be taken for each of the vegetation plots.
Representative digital photos of each permanent photo point, cross section, and vegetation plot will be
taken on the same day the stream and vegetation assessments are conducted. The photographer will
make every effort to consistently maintain the same area in each photo over time.
Visual Assessments
Visual assessments should support the specific performance standards for each metric as described
above.
Visual assessments will be performed along stream reaches on a semi-annual basis during the seven-
year monitoring period. Problem areas will be noted such as channel instability (e.g. lateral and/or
vertical instability, instream structure failure/instability and/or piping, headcuts), vegetation health (e.g.
low stem density, vegetation mortality, invasive species, or encroachment), beaver activity, or livestock
access. Areas of concern will be mapped and photographed and will be accompanied by a written
description in the annual report. Problem areas will be re-evaluated during each subsequent visual
assessment. Should remedial actions be required, a plan of action will be provided in the annual
monitoring report.
Benthic Macroinvertebrates
If required by DWR as part of the project's permitting process, benthic macroinvertebrate sampling will
be performed on the restored site. Any required sampling will be performed using DWR Standard
Operating Procedures for Benthic Macroinvertebrates (October 2012).
7.5 Reporting Performance Criteria
Using the DMS Baseline Monitoring Report Template (June 2017), a baseline monitoring document and
as -built record drawings of the project will be developed for the constructed Site. Complete monitoring
reports will be prepared in the fall of monitoring year one, two, three, five, and seven and submitted to
DMS. In monitoring years four, and six, a summary of the site conditions along with photos, current
condition plan view (CCPV) map, and applicable hydrology data will be prepared and submitted to DMS.
Annual monitoring reports will be based on the DMS Annual Monitoring Report Template (June 2017).
The monitoring period will extend seven years beyond completion of construction or until performance
criteria have been met.
7.6 Maintenance and Contingency Plans
The Wildlands Team will develop necessary adaptive measures or implement appropriate remedial
actions in the event that the site or a specific component of the site fails to achieve the success criteria
outlined above. The project -specific monitoring plan developed during the design phase will identify an
appropriate threshold for maintenance intervention based on the monitored items. Any actions
implemented will be designed to achieve the success criteria specified previously, and will include a
work schedule and updated monitoring criteria (if applicable).
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.19

8.0 Quality Control
The Wildlands Team takes pride in the quality of services that
we deliver to our clients. We strive to exceed our clients'
aA,Dr
expectations. To maintain the highest level of quality,
Wildlands has an established Quality Assurance/Quality
Control (QA/QC) protocol that every member of our staff
Exbtmg c°naln°"s oa,r
R%parede ;are
� y
follows.
At the beginning of a project, the necessary level of QA/QC is
Report -EEP C.—p-1 Plan
Prep e e Date
R�
determined based on the size and complexity of the project. At
oes,gnoe"„°pme"t��°eP
a minimum, the project manager and an assigned QA/QC
Prepared By Dak
R!° ed By Dab
manager will function to control the quality of the project. The
Pei ad"°'°°°'"° o� ""dm"°""`'`°mp"b'
Rn'i—By Dab
project manager provides day-to-day QA/QC and may assign
P­­Plansfor MXl°all°a Pla"R°petl
Prepa retl Ey
task leaders to provide task -specific quality control (QC)
Rn'ieve0 By 'Jab
—,m°,&Etas°nOm,mlFemltAppll°e
functions. The QA/QC manager is a knowledgeable senior staff
R=1 ?are
member who is not assigned to function in a lead capacity on
.eaP'ad�
other areas of the project. This provides the QA/QC manager
Pla" °mple
Frepereo EV
objective views of the quality of work.
Fl ­ons '—p—)l
Our QC program includes established procedures for processes
Frep retl By
ReV1 °
specnicaiens compiot°I
performed from project inception through implementation
and monitoring of the project. For example, Wildlands has
FrePa'reaD, D'.
developed standardized checklists and pre -defined procedures
,Ina,s,pgo„
for activities such as field surveys of stream cross-sections and
profiles, pebble counts, benthic surveys, bank stability
assessments, natural channel design, permitting, contract
document preparation, post -construction baseline survey, and post construction monitoring. The
checklists are largely based on the most current DMS guidelines to ensure that all required information
is included in the correct format. Task leaders assigned for each activity train project team members in
the application of these procedures. The task leaders assist the project manager by providing day-to-day
QC functions, such as establishing clear decisions and directions to team members in the field, checking
the completeness and accuracy of checklists, constant supervision, and documentation of all decisions,
assumptions, and recommendations. The role of the project manager in QC is to monitor and maintain
project schedule and budget, address any concerns the client may have, constantly assess company
resources, and review all of the checklists.
During the conceptual and preliminary design stages, the project manager and the task leader will
perform a review of the design data, plans, technical specifications, and construction estimate for
accuracy, correct approach, and general overall quality of the product before submission to the client.
Sediment sampling, groundwater gage monitoring, and pressure transducer surface flow monitoring are
frequently used during the design phase to validate the design criteria and analytical models. The
project manager will perform a similar review at final design as will the QA/QC manager. During the
construction phase, the project manager and the construction task manager will regularly meet to
provide updates and discuss any issues. The goal of the QC process is to provide the highest quality
product to our client by completing tasks correctly the first time. By completing procedural processes
once, Wildlands helps ensure that we deliver the best products at a minimum cost to our clients.
QA is performed to confirm that the QC program is effectively practiced, and to provide feedback on
further developments needed in the QC program. The QA/QC manager leads the QA program; however,
the project manager, task leaders, and project team staff also play large roles. It is each person's
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.20

responsibility to notify the QA/QC manager whenever discrepancies and inefficiencies are found in the
set of procedural activities that make up the QC process. The objective of QA is the continual
improvement of the total delivery process to enhance quality, productivity, and customer satisfaction.
We are continually improving the QC process so that our latest products and services are better than the
previous ones.
8.1 Deliverables
The project schedule is established during the scoping phases of a project and it is the project manager's
responsibility to maintain the schedule. A work plan is developed at the outset of a project and shared
internally with team members so that milestone deadlines and work requirements are clearly outlined.
Review time is built into this internal schedule to ensure that adequate review takes place.
The QA form, which is maintained by the QA/QC manager, is established at the beginning of the project
and is maintained throughout the life of the project. Reviews of technical data, design parameters,
reports, plan sheets, hydraulic models, and supporting calculations are tracked on the form. Included on
this form are requirements that a professional staff member, who is not involved in the project on a
day-to-day basis, review the design calculations, hydraulic models, reports, plans, and all other types of
project deliverables. Conformance with DMS report templates and a final grammar/spelling/formatting
review are also integrated into the QA review process.
8.2 Construction
Wildlands team members are familiar with the policies, procedures, and practices necessary to
construct natural channel design and stream mitigation projects. Wildlands has provided construction
administration and observation services of over 46 miles of stream work and 163 acres of wetland work.
We believe that project implementation is the ultimate key to a successful project and, to achieve this, it
is extremely important to have our most experienced staff members involved on all construction
projects. Our team knows how to oversee construction so that the project is completed on time and in
compliance with all federal, state, and local permits. Several members of the proposed project team
have assisted with construction services for the DMS restoration sites, many of which have performed
successfully for three years or more:
Table G.10 Wild lands Team Member Construction Oversight Experience
o
y
.2
w
`o
i
Project
Detailsa
Falling Creek Mitigation Site
18,896 SMUs; 59.6 WMUs
x
x
x
Vile Creek Mitigation Site
5,146 SMUs; 5.8 WMUs
x
Little Troublesome Mitigation Site
4,900 SMUs, 12.7 WMUs
x
x
Agony Acres Mitigation Site
6,488 SMUs; 3.0 BMUs
x
x
Devil's Racetrack Mitigation Site
18,527 SMUs; 67.0 WMUs
x
x
Norkett Branch Mitigation Site
10,098 SM Us
x
Lyle Creek Mitigation Site
5,571 SMUs; 7.0 WMUs
x
Owl's Den Mitigation Site
2,400 SMUs; 8.0 WMUs
x
Martin Dairy Mitigation Site
2,000 SMUs
x
x
X
Foust Mitigation Site
4,708 SMUs; 3.3 WMUs
x
x
Mud Lick Creek Mitigation Site
2,938 SMUs
x
Sassarixa Swamp Mitigation Site - PART G
Wildlands Engineering, Inc. Page G.21

RFP Number: RFP 16-007279 Vendor: Wildlands Engineering, Inc.
Nothing Compares-,-,.
NORTH CAROLINA
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
Request for Proposal #: 16-007279
Full Delivery Projects To Provide Stream and Wetland
Mitigation Credits Within Cataloging Unit 03020201 Of The
Neuse River Basin As Described In The Scope Of Work
Date of Issue: June 21, 2017
Proposal Opening Date: September 21, 2017
At 2:OOPM ET
Direct all inquiries concerning this RFP to:
Kathy Dale
DMS Purchasing Agent
Email: [e-mail]
Phone: [phone]
Ver: 9/30/16 Page 1 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
``Nothing Compares.
NORTH CAROLINA
STATE OF NORTH CAROLINA
Request for Proposal #
16-007279
For internal State agency processing, including tabulation of proposals in the Interactive Purchasing System
(IPS), please provide your company's Federal Employer Identification Number or alternate identification number
(e.g. Social Security Number). Pursuant to G.S. 132-1.10(b) this identification number shall not be released to
the public. This page will be removed and shredded, or otherwise kept confidential, before the procurement file
is made available for public inspection.
This page is to be filled out and returned with your proposal.
Failure to do so may subject your proposal to rejection.
ID Number:
56-0651376
Federal ID Number or Social Security Number
Wildlands Engineering, Inc.
Vendor Name
Ver: 9/30/16 Page 2 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
STATE OF NORTH CAROLINA
Department of Environmental Quality
Division of Mitigation Services
Refer A! I Inquiries regarding this RFP
Request for Proposal # 16-007279
to:
Kathy Dale
n/a
Proposals will be publicly opened: September 21, 2017 @ 2:00 pm
Contract Type: Open Market
TELEPHONE NUMBER:
Email: kathy.dale(WrIcdenr.aoy
Commodity No. and Description: 962-73 Restoration /
Reclamation Services of Land and other Properties
[phone]
Using Agency: Division of Mitigation Services
Phone: [phone]
n/a
Requisition No.: NIA
EXECUTION
In compliance with this Request for Proposals, and subject to all the conditions herein, the undersigned Vendor offers and agrees to
furnish and deliver any or all items upon which prices are bid, at the prices set opposite each item within the time specified herein. By
executing this proposal, the undersigned Vendor certifies that this proposal is submitted competitively and without collusion (G.S. 143-
54), that none of its officers, directors, or owners of an unincorporated business entity has been convicted of any violations of Chapter
78A of the General Statutes, the Securities Act of 1933, or the Securities Exchange Act of 1934 (G.S. 143-59.2), and that it is not an
ineligible Vendor as set forth in G.S. 143-59.1. False certification is a Class I felony. Furthermore, by executing this proposal, the
undersigned certifies to the best of Vendor's knowledge and belief, that it and its principals are not presently debarred, suspended,
proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any Federal or State department or
agency. As required by G.S. 143-48.55 the undersigned Vendor certifies that it, and each of its sub -Contractors for any Contract awarded
as a result of this RFP, complies with the requirements of Article 2 of Chapter 64 of the NC General Statutes, including the requirement
for each employer with more than 25 employees in North Carolina to verify the work authorization of its employees through the federal E -
Verify system. G.S. 133-32 and Executive Order 24 (2009) prohibit the offer to, or acceptance by, any State Employee associated with
the preparing plans, specifications, estimates for public Contract; or awarding or administering public Contracts; or inspecting or
supervising delivery of the public Contract of any gift from anyone with a Contract with the State, or from any person seeking to do
business with the State. By execution ofthis response to the RFP, the undersigned certifies, for yourentire organization and its employees
or agents, that you are not aware that any such gift has been offered, accepted, or promised by any employees of your organization.
Failure to execute/sign
proposal prior to submittal shall render proposal invalid and it WILL BE REJECTED. Late
proposals cannot be accepted.
VENDOR:
Wildlands Engineering, Inc.
STREET ADDRESS:
P.O. BOX:
ZIP:
1430 S. Mint Street Suite 104
n/a
28203
CITY & STATE & ZIP:
TELEPHONE NUMBER:
TOLL FREE TEL. NO:
Charlotte, NC 28203
[phone]
n/a
PRINCIPAL PLACE OF BUSINESS ADDRESS IF DIFFERENT FROM ABOVE (SEE INSTRUCTIONS TO VENDORS ITEM #10):
n/a
PRINTTITLE OF PERSON SIGNING ON BEHALF OFVENDOR:
FAX NUMBER:
IM
Jo Litton Vice President
[phone]
VEND AUTH IZ ATURE:
DATE:
EMAIL:.
09/21/2017
hutton wildlandsen .com
Offer vali for at lea 80 days from date of proposal opening. After this time, any withdrawal of offer shall be made in writing, effective
upon rec ipt by the gency issuing this RFP.
ACCEPTANCE OF PROPOSAL
If any or all parts of this proposal are accepted by the State of North Carolina, an authorized representative of the Departmentof
Environmental Quality shall affix his/her signature hereto and this document and all provisions of this Request for Proposal along with
the Vendor proposal response and the written results of any negotiations shall then constitute the written agreement between the
parties. A copy of this acceptance will be forwarded to the successful Vendor(s).
FOR STATE USE ONLY: Offer acce
Ver: 9/30/16 Page 3 of 44
pted and Contract awarded this
_day of
, 20, as indicated on the
attached certification,
by
. (Authorized Representative of DEQ).
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ADMINISTRATIVE TERMS.....................................................................................................
18
Table of Contents
REQUEST FOR PROPOSAL DOCUMENT.............................................................................
1.0
PURPOSE AND BACKGROUND...............................................................................................
5
2.0
VENDOR INFORMATION..........................................................................................................5
PRICING.................................................................................................................................
2.1
MANDATORY PRE -PROPOSAL CONFERENCE.....................................................................5
ACCEPTANCE OF WORK........................................................................................................18
2.2
PROPOSAL QUESTIONS.........................................................................................................6
DOWNWARD PAYMENT ADJUSTMENTS.............................................................................
2.3
PROPOSAL SUBMITTAL..........................................................................................................6
INVOICES...............................................................................................................................
2.4
PROPOSAL CONTENTS..........................................................................................................
8
2.5
IMPORTANT INFORMATION AND RESTRICTIONS..............................................................
10
2.6
REQUIRED TEMPLATES FOR THIS RFP..............................................................................
10
2.7
DEFINITIONS, ACRONYMS, AND ABBREVIATIONS............................................................
10
3.0
SCOPE OF WORK..................................................................................................................
14
3.1
OBJECTIVES..........................................................................................................................
14
3.2
TASKS....................................................................................................................................
15
3.3
PAYMENT SCHEDULE AND DESCRIPTION OF MILESTONES ...........................................
18
4.0
ADMINISTRATIVE TERMS.....................................................................................................
18
4.1
REQUEST FOR PROPOSAL DOCUMENT.............................................................................
18
4.2
CONTRACT TERM.................................................................................................................
18
4.3
PRICING.................................................................................................................................
18
4.4
ACCEPTANCE OF WORK........................................................................................................18
4.5
DOWNWARD PAYMENT ADJUSTMENTS.............................................................................
19
4.6
INVOICES...............................................................................................................................
19
4.7
PAYMENT TERMS.................................................................................................................
19
4.8
PERFORMANCE OUTSIDE THE UNITED STATES...............................................................
19
4.9
NOTICE TO VENDORS REGARDING RFP TERMS AND CONDITIONS ...............................
19
4.10
INTERPRETATION OF TERMS AND PHRASES....................................................................
20
5.0
PROPOSAL EVALUATION PROCESS AND METHOD OF AWARD ......................................
20
5.1
CONFIDENTIALITY AND PROHIBITED COMMUNICATIONS DURING EVALUATION..........
20
5.2
PROPOSAL OPENING PROCESS.............................................................................20
5.3
EVALUATION PROCESS.......................................................................................................
21
5.4
EVALUATION CRITERIA........................................................................................................
21
5.5
METHOD OF AWARD.............................................................................................................
22
6.0
REQUIREMENTS...................................................................................................................
22
6.1
FINANCIAL STABILITY...........................................................................................22
6.2
FINANCIAL ASSURANCE.......................................................................................................
22
6.3
REFERENCES.......................................................................................................23
6.4
ACCESS TO PERSONS AND RECORDS..............................................................................
23
6.5
BACKGROUND CHECKS.......................................................................................................23
6.6
SUBSTITUTION OF PERSONNEL..........................................................................................
23
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
6.7 VENDOR REPRESENTATIONS..............................................................................................23
7.0 CONTRACT ADMINISTRATION.............................................................................................24
7.1 PROJECT MANAGER AND CUSTOMER SERVICE...............................................................24
7.2 REPORTS.............................................................................................................24
7.3 DISPUTE RESOLUTION.........................................................................................................24
7.4 CONTRACT CHANGES..........................................................................................24
7.5 CONTRACT ADMINISTRATOR..............................................................................................24
ATTACHMENT A: INSTRUCTIONS TO VENDORS..........................................................................25
ATTACHMENT B: NORTH CAROLINA GENERAL CONTRACT TERMS AND CONDITIONS ........... 28
ATTACHMENT C: PRICING..............................................................................................................32
ATTACHMENT D: LOCATION OF WORKERS UTILIZED BY VENDOR............................................33
ATTACHMENT E: CERTIFICATION OF FINANCIAL CONDITION....................................................34
ATTACHMENT F: ADDITIONAL VENDOR INFORMATION......................................................35
ATTACHMENT G: CERTIFICATION OF ELIGIBILITY- IRAN DIVESTMENTACT ..........................36
ATTACHMENT H: TARGET LOCAL WATERSHED MAPS........................................................37
ATTACHMENT I: TECHNICAL EVALUATION SCORESHEET................................................39
1.0 PURPOSE AND BACKGROUND
The mission of NCDMS is to provide cost-effective mitigation alternatives that improve the state's water resources.
This RFP is soliciting Proposals from qualified Vendors for needed mitigation as described herein for the NCDMS to
successfully meet permit conditions mandated by the regulatory agencies.
Proposals shall be submitted in accordance with the terms and conditions of this RFP and any addenda issued hereto.
This RFP is not an offer for a Contract, nor does the Department's acceptance of any Technical /Cost Proposal guarantee
a Contract with the Department. The Department reserves the right to reject any or all proposals deemed not to be in the
best interest of the State of North Carolina.
2.0 VENDOR INFORMATION
2.1 MANDATORY PRE -PROPOSAL CONFERENCE
A MANDATORY PRE -PROPOSAL CONFERENCE will be held to clarify all information contained within this Request for
Proposals (RFP) and to provide information relative to specific requirements. Vendor and/or his representative must attend
the scheduled Mandatory Pre -proposal Conference.
Attendance at this Pre -proposal Conference is a prerequisite for consideration of a bidder's offer. Vendor and/or his
representative must:
(1) arrive prior to the scheduled start time of the Pre -proposal Conference; Late arrivals will not be allowed to sign in or
participate in the meeting
(2) sign -in on the attendance sheet; and
(3) sign -out upon completion of the Pre -proposal Conference.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
Failure to comply with this requirement will cause offer to be rejected. The purpose of the pre -proposal conference
is for all prospective offerors to acquaint themselves with the conditions and requirements of the tasks to be performed.
Submission of an offer shall constitute sufficient evidence of this compliance and no allowance will be made for unreported
conditions that a prudent offeror would recognize as affecting the performance of the work called for in this solicitation.
Offeror is cautioned that any information released to offeror other than during the pre -proposal conference which conflicts
with, supersedes, or adds to requirements in this solicitation, must be confirmed by written addendum before it can be
considered to be a part of this solicitation document. Vendor bidding otherwise does so at his own risk.
Each offeror is permitted to send no more than (2) people to the conference. Only one (1) representative per offeror
is allowed to sign both the sign -in and sign -out sheet (the representative that signed in must also sign out).
Only one (1) pre -determined, pre -proposal conference will be held; individual pre -proposal conferences are not
allowed.
Pre -proposal Conference Location 1 Date 1 Time Details:
Location: North Carolina Department of Environmental Quality
217 West Jones Street, Suite 1210
Raleigh, NC 27603
Date: July 14, 2017
Start Time: 2:00 PM
2.2 PROPOSAL QUESTIONS
Upon review of the RFP documents, Vendors may have questions to clarify or interpret the RFP in order to submit the best
proposal possible. To accommodate the Proposal Questions process, Vendors shall submit all such questions by 5:00 PM
on Friday, July 21, 2017.
Written questions shall be e-mailed to kathv.dale anncdenr.aov by the date and time specified above. Vendors should
enter "RFP #16-007279: Questions" as the subject for the email.
Contact with anyone working for or with the State regarding this RFP other than the person named on the face
page of this RFP in the manner specified by this RFP shall constitute grounds for rejection of said Vendor's offer,
at the State's election.
2.3 PROPOSAL SUBMITTAL
Sealed proposals, subject to the conditions made a part hereof and the receipt requirements described below, shall be
received at the address indicated in the table below, for furnishing and delivering those items or services as described
herein.
IF DELIVERED BY "US POSTAL SERVICE"
Address as below:
RFP # 16-007279
NC DEQ -DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
1652 MAIL SERVICE CENTER
RALEIGH NC 27699-1652
IF DELIVERED BY ANY OTHER MEANS
(UPS/FEDEX/ETC.)
Address as below:
RFP # 16-007279
NC DEQ -DIVISION OF MITIGATION SERVICES
ATTN: KATHY DALE
217 WEST JONES STREET, SUITE 3409-J
RALEIGH NC 27603
IMPORTANT NOTE: All proposals shall be physically delivered to the office address listed above on or before the proposal
deadline in order to be considered timely, regardless of the method of delivery. This is an absolute requirement. All risk
of late arrival due to unanticipated delay—whether delivered by hand, U.S. Postal Service, courier or other delivery service
is entirely on the Vendor. It is the sole responsibility of the Vendor to have therho op sal physically in this Office by
the specified time and date of openina. The time of delivery will be marked on each proposal when received, and any
proposal received after the proposal submission deadline will be rejected. Sealed proposals, subject to the conditions made
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
a part hereof, will be received at the address indicated in the table in this Section, for furnishing and delivering the commodity
as described herein.
Note that the U.S. Postal Service generally does not deliver mail to specified street address but to the State's
Mail Service Center. Vendors are cautioned that proposals sent via U.S. Mail, including Express Mail, may not
be delivered by the Mail Service Center to the agency's purchasing office on the due date in time to meet the
proposal deadline. All Vendors are urged to take the possibility of delay into account when submitting a
proposal. Attempts to submit a proposal via facsimile (FAX) machine, telephone or electronic means,
including but not limited to email, in response to this RFP shall NOT be accepted.
Vendors must follow the steps below when submitting their bid:
a) Submit two (2) signed, original executed Technical Proposal responses and five (5) photocopies (All 7 Must Be
Placed in separate 3 Ring Binders or Notebooks and Include Section Tabs). Original responses must be labeled.
b) Submit two (2) redacted electronic (Proprietary and Confidential Information Excluded) copies of the executed Technical
Proposal on USB flash drives to the address identified in the table above. The electronic files shall NOT be password
protected, shall be in .PDF or .XLS format, and shall be capable of being copied to other media including readable in
Microsoft Word and/or Microsoft Excel
Technical Proposal must list any proprietary information identified as confidential and proprietary in accordance with
Attachment A, Paragraph 11 of the Instructions to Vendors. The Division of Mitigation Services, in responding to
public records requests, will release the information on this disc. It is the sole responsibility of the Vendor to ensure that
this drive complies with the requirements of A, Paragraph 11 of the Instructions to Vendors.
c) Submit one (1) read-only USB flash drive containing the ArcGIS format of the boundaries of the proposed project.
The flash drive should be clearly marked as "ArcGIS". The boundary can be the proposed easement(s), or general
project area. NCDMS expects that the submitted file will match closely the project area(s) shown in the project
proposal location map. The file must be in ArcGIS format and must be projected in the State Plane Coordinate
System (NAD 83) using a base unit of meters or fee. It is preferred that the *.prj file holding the coordinate system
information be included in the file. The table for the ArcGIS file must contain the following:
•
Site—Name- (List as named in proposal report)
• Company- (Vendor)
•
Project—Type- (Stream, Wetland, Buffer or Combination)
•
Coordinate—System- (SP Meters or SP Feet)
Ownership of the flash drives and the contents become the property of NCDEQ-DMS
d) Submit your technical proposal in a sealed package. Clearly mark each package with: (1) Sealed Technical Proposal
(2) the RFP number, (3) the Due Date and Time, (4) Vendor Name and Address, (5) the River Basin and Cataloging
Unit for which the proposal response is being submitted, and (6) the Site Name and Type of Mitigation being proposed.
Address the package(s) for delivery as shown in the table above. If Vendor is submitting more than one (1) proposal,
each proposal shall be submitted in separate sealed envelopes and marked accordingly. For delivery purposes,
separate sealed envelopes from a single Vendor may be included in the same outer package. Proposals are subjectto
rejection unless submitted with the information above included on the outside of the sealed proposal package.
3) Submit two (2) signed, original executed cost proposal responses and two (2) photocopies (All 4 must be placed
in one separately sealed envelope). All cost proposal response packages must be clearly marked with (1) Sealed
Cost Proposal (2) the RFP number, (3) the Due Date and Time, (4) Vendor Name and Address, (5) the River
Basin and Cataloging Unit for which the proposal response is being submitted, and (6) the Site Name and Type of
Mitigation being proposed. If Vendor is submitting more than one (1) cost proposal option, each response
shall be submitted in a separately sealed envelope and marked accordingly. For delivery purposes, separately
sealed envelopes from a single Vendor may be included in the same outer package.
NOTE: All technical and cost proposals must constitute a firm, irrevocable offer for a period of at least six
(6) months beyond the specified "Opening Date" for this RFP.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
2.4 PROPOSAL CONTENTS
Vendors shall complete all the attachments in this RFP that require the Vendor to provide information and include an
authorized signature where requested. Vendor RFP responses shall include the following items and those
attachments should be arranged in the following order and separated by tabs:
a) COVER LETTER
b) TITLE PAGE: Include the company name, address, phone number and authorized representative along with the
Proposal Number.
c) EXECUTION PAGES and any ADDENDA released in conjunction with this RFP that requires the Addenda to be
returned. These must be completed and signed. Failure to comply will result in your bid being disqualified.
d) EXECUTIVE SUMMARY: The executive summary shall consist of highlights of the general contents of the
proposal, and shall clearly state the anticipated mitigation type and amount of credits proposed. If the Vendor is
proposing multiple mitigation options, each option must be specifically described in this section.
e) CORPORATE BACKGROUND AND EXPERIENCE: This section shall include background information on the
firm submitting the proposal, the firm's ability to carry out all phases of the proposal, information concerning similar
mitigation projects completed in North Carolina and other states, the firm's office location(s) and the firm's
multidisciplinary approach to the project.
f) PROJECT ORGANIZATION: This section must include the proposed staffing, deployment, and organization of
personnel to be assigned to this project. The Vendor shall provide information as to the qualifications and
experience of all executive, managerial, legal, and professional personnel to be assigned to this project, including
resumes citing experience with similar projects and the responsibilities to be assigned to each person including
sub -vendors and DBE/HUB participation.
g) TECHNICAL APPROACH: This section shall include and be completed in the following sequence:
• Project Goals and Objectives- Specifically describe how the proposed project will address the watershed
goals identified in the River Basin Restoration Plan (RBRP) and/or Local Watershed Plan (LWP) applicable to
the project area, and the objectives that will be used to accomplish those goals. RBRPs and LWPs can be
found at: http://deg.nc.gov/about/divisions/mitigation-services/dms-planning/watershed-planning-documents
searchable by river basin. Unless otherwise specified in the RFP, the proposed ecological benefits and
functional uplift the project could provide may be determined at the discretion of the Vendor. If a proposed site
addresses more than one of the watershed goals, it will be taken into consideration in the site rating.
• Project Description- Provide a detailed description of the project including, but not limited to a description of
the site in its existing condition; watershed (including County and 14 -digit Hydrologic Unit) and its condition;
soils and geology; anticipated cultural resources, protected species issues, and known site constraints (i.e.
other easements, crossings, site access, etc.). Note: due to concerns regarding waterfowl attraction near air
transport facilities, the project description must include a site location map that identifies any air transport facility
located within 5 miles of the project site. The presence of an air transport facility will not exclude the proposal from
consideration.
■ The proposal shall include a map(s) preferably with topographic background that includes mapping of
channel stability features (i.e. Incision, bank instability, the occurrence of bedrock) and any relevant
features which have implications for describing impairments (e.g. ditching) and/or support the proposed
level of intervention. The map should also include a table which provides a reach description.
• Project Development — Describe in detail how the proposed changes will be made. Identify individual project
reaches and the specific method in which the mitigation will be completed. Describe in detail reasons for the
anticipated activities and why these activities are warranted to the level proposed. Clearly state the anticipated
ecological uplift for each activity for each reach. Submittals for restoration of both intermittent and perennial
streams must provide sufficient documentation and discussion of the net gain in function resulting from the
proposed level of restoration as compared to other levels of restoration. Modification of pattern, dimension
and profile should not be assumed to be the appropriate level of restoration for all degraded streams. The project
development description must include:
■ Where restoration is appropriate, Priority I restoration is strongly encouraged. It is understood that Priority
II restoration will sometimes be necessary for tie-ins and transitions, but if it is proposed as the overall
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
design approach for a given reach then at a minimum it must meet the criteria described in the technical
score sheet for this RFP.
■ A general description for all stream crossings, fords, roads etc. The description must include the location,
width, and type of crossing (ford, culvert, bridge etc.). Crossings that utilize bridges and/or culverts with
fencing that permanently prevent livestock access both upstream and downstream of the crossing (so
that livestock exclusion is not dependent on the use of gates) provide better protection of the riparian
area, and will therefore be awarded more points on the Technical Proposal Evaluation Form.
Proposed Mitigation - Provide a description of the mitigation credits proposed. Include an explanation of how
the proposed credits were derived and a table of anticipated mitigation types and credits. The table should
include a total for each type of mitigation (i.e. restoration, enhancement, preservation, etc.) being offered. If
multiple options are proposed, a table for each option should be provided.
Current Ownership and Long Term Protection - Identify the ownership of all parcels which will be affected
by the project. Include the landowners name and parcel number and the proposed method for providing long
term protection of the mitigation site. Based on the Federal Code of Regulations (Federal Register/Vol. 73, No.
70/Thursday, April 10, 2008/ Rules and Regulations — Section 332.7 Management, the long-term protection
may be provided through real estate instruments such as conservation easements held by entities such as
federal, tribal, state or local resource agencies, non-profit conservation organizations, or private land managers;
the transfer of title to such entities; or by restrictive covenants.
■ In this section of the technical proposal it should be clearly stated that conveyance of a conservation
easement to the State is the method that will be used to provide long term protection of the mitigation
site.
■ A signed option agreement valid for a period of at least six (6) months from the closing date of this RFP
or other suitable documentation of real property must be provided for each parcel.
Project Phasing — Provide a complete schedule for completing the tasks for the project as identified in this
RFP. Describe methods for completing these tasks. The proposed schedule must be based on completion of
the project within the ten (10) year contract period. The proposed schedule should be based on the number of
months (from contract issuance) needed to complete each of the tasks listed in the scope of work.
• Success Criteria — Identify specific performance standards that are anticipated to be utilized to measure
success of the project. The success criteria must be directly related to the anticipated ecological uplift identified
in paragraph Project Development above.
Quality Control — This section shall describe the Vendor's quality control program and other procedures
that will be used to ensure: 1) each deliverable (i.e. mitigation plan, baseline monitoring document,
monitoring report, etc.) is submitted in accordance with the schedule established in the technical proposal,
it follows the format(s) established by NCDMS, it contains all required information, and is
grammatically/typographically correct; and 2) sufficient oversight is provided during the construction
phase so that the project is completed on schedule and is in compliance with any required federal, state
or local permit(s).
Maps diagrams, and/or photographs may be used to supplement the text and may be printed on one side.
However, the Technical Proposal shall not exceed a total of 50 pages printed front to back (100 -nage
limit) and shall be submitted within a three ring binderwith section tabs. Photographs, maps and diagrams
will count toward the 100 pages. If a technical proposal does not meet all the Department's requirements,
it will be rejected and the corresponding sealed cost proposal will not be opened.
h) ATTACHMENT A: INSTRUCTIONS TO VENDORS
i) ATTACHMENT B: NORTH CAROLINA GENERAL CONTRACT TERMS AND CONDITIONS
j) ATTACHMENT C: PRICING (Completed, Signed and Separately Sealed)
k) ATTACHMENT D: LOCATION OF WORKERS UTILIZED BY VENDOR (Completed and Signed)
1) ATTACHMENT E: CERTIFICATION OF FINANCIAL CONDITION (Completed and Signed)
m) ATTACHMENT F: ADDITIONAL VENDOR INFORMATION (Completed)
n) ATTACHMENT G: IRAN DIVESTMENT ACT CERTIFICATION (Completed)
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
0) ATTACHMENT H: TARGETED LOCAL WATERSHEDS & WATERSHED MAP
P) ATTACHMENT I: TECHNICAL EVALUATION SCORESHEET (Completed)
2.5 IMPORTANT INFORMATION AND RESTRICTIONS
a) The DMS recognizes that a Vendor(s) might not be able to find one site that provides the total amount of mitigation
requested for the cataloging unit listed above. Therefore, proposals may be submitted in any of the following
categories:
■ One or more sites providing all the requested mitigation credits; or
• One or more sites providing a portion of the requested mitigation credits.
b) Unless the Vendor states in both the cover letter and the Executive Summary of the technical proposal that multiple
mitigation options are being offered for a site, and specifically describes each option, the Department shall only
consider the full proposal amount and will not extend an offer to contract for less than the full amount indicated in
the proposal.
c) Proposals will NOT be accepted using the following types of sites:
1. Property purchased with Clean Water Management Trust Fund monies
2. Property that is enrolled in the Conservation Reserve Enhancement Program, Conservation Reserve
Program, Wetlands Reserve Program, or any other state or federal program that provides funds for any of
the tasks outlined in this RFP
3. Property that has been used for compensatory mitigation under Section 404 and/or 401 of the Clean
Water Act
4. Properties that are in the control of the State or currently in negotiation for compensatory mitigation
needs by any state agency
5. Properties that are controlled by any federal agency
6. Properties that have been timbered, filled, or manipulated (stream channel dredging or channel
re- alignment) in violation of federal or state rules or statutes.
d) Please note that the State of North Carolina will NOT accept fee simple title to any property for this RFP. As
stated in Section 3.3, Task 2 of this RFP, long term protection of the selected properties must be provided
by a conservation easement held by the State of North Carolina as defined in the Federal Code of Regulations
(Federal register/Vol. 73, No. 70/Thursday, April 10, 2008/Rules and Regulations — Section 332.7
Management).
2.6 REQUIRED TEMPLATES FOR THIS RFP (Must use latest templates, found on DMS
website)
http://deg.nc.gov/about/divisions/mitigation-services/dms-vendors/rfp-forms-tem plates
2.7 DEFINITIONS, ACRONYMS, AND ABBREVIATIONS
Adjusted Credit Cost — The Credit Cost of a Site divided by the Proposal Rating; units are Dollars per Wetland
Mitigation Credits, Stream Mitigation credits, Buffer Mitigation credits, or Nutrient Offset Credits.
Agencies — The regulatory and advisory units of the state and federal government in North Carolina which are
involved in permitting and/or commenting on proposed activities in wetlands, streams, or riparian areas and in
approving and/or commenting on proposed compensatory wetland, stream, riparian buffer or nutrient offset mitigation.
As -Built Drawings — Scale drawings depicting the final configuration, dimensions, and locations of all pertinent
features of a Site after all implementation activities have been completed.
BAFO- Best and Final Offer, submitted by a Vendor to alter its initial offer, made in response to a request by
the issuing agency.
Baseline Monitoring Document — A written document, supplemented with graphics (including as -built
drawings), that describes in detail the implemented mitigation site, the goals established for the project, how it
was implemented, how it will be monitored, the amount of mitigation credits the project will generate, and the
criteria by which its success will be determined.
Cataloging Unit ("CU") — A geographic area representing part or all of a River Basin and identified by an 8 -
digit number as depicted on the "Hydrologic Unit Map — 1974, State of North Carolina, published by the U.S.
Department of Interior, Geological Survey".
Categorical Exclusion — Categories of actions that do not individually or cumulatively have a significant effect on
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
the human or natural environment and for which, therefore, neither an Environmental Assessment nor an
Environmental Impact Statement is required.
Categorical Exclusion Action Form and Document — An abbreviated environmental document, prefaced
by an Action Form, that briefly describes the mitigation site, the plan for its implementation, and documents that
it will have minimal or no impact on the environment. The Categorical Exclusion must be approved by the
Federal Highway Administration (FHWA).
Coastal Wetland — As defined in North Carolina General Statute 113-229(n)(3) and described in the
CAMA Handbook for Development in Coastal North Carolina — Section 2(A)(4) found at:
htta://dea.nc.aov/about/divisions/coastal-manaaement
Closeout Report — A component of the final year of the Monitoring Report that provides an assessment of the
monitoring data collected from the entire monitoring period to demonstrate attainment of success criteria.
Conservation Easement — A restriction a landowner can voluntarily place on specified uses of their property to
protect its natural, productive, or cultural features. It is recorded as a written legal agreement between the
landowner and the "holder" of the easement. The State of North Carolina must receive from the landowner a
conservation easement as prepared and facilitated by the full delivery provider for all NC Division of Mitigation
Services full delivery projects.
Contract Lead- Representative of the Division of Mitigation Services who corresponds with potential Vendors to
identify and contract with that Vendor providing the greatest benefit to the State and who will administer this contract
for the State.
Credit — A unit of measure (e.g., a functional or a real measure or other suitable metric) representing the accrual
or attainment of aquatic functions at a compensatory mitigation site, as approved by the regulatory agencies.
The measure of aquatic functions is based on the resources restored (rehabilitated), established, enhanced or
preserved.
Credit Cost — Total bid cost divided by the number of offered credits for each type of mitigation.
Credit Release Schedule - The timeline established for the periodic release of mitigation credits based upon
the successful implementation of the approved Mitigation Plan, including construction and post -construction
monitoring.
Department — The North Carolina Department of Environmental Quality (NCDEQ)
Division of Financial Services — Contracting arm of NCDEQ.
DOA/P&C — The North Carolina Department of Administration, Division of Purchase and Contract.
Financial Assurance — Financial security assuring the ability of the provider to deliver the contracted for
mitigation credits. Financial Assurance must be provided through Performance Bonds, Letters of Credit or
Casualty Insurance or another pre -approved method.
Hydrologic Unit ("HU") — A geographic area representing a portion of a Cataloging Unit as depicted on
the "Hydrologic Unit Map — 1974, State of North Carolina, published by the U.S. Department of Interior,
Geological Survey," and identified by a number.
Interagency Review Team (IRT) — A group of federal, tribal, state, and/or local regulatory and resource
agency representatives that review documentation for, and advises the USACE district engineer on the
establishment and management of a mitigation bank or an in -lieu fee program.
Intermittent Stream — A well-defined channel that contains water for only part of the year, typically during
winter and spring when the aquatic bed is below the water table. The flow may be heavily supplemented by
storm water runoff. An intermittent stream should score at least 19 points using the NC Division of Water Quality
Classification Manual, Version 4.11, 2010, effective September 1, 2010. This manual can be found at:
http://deg.nc.gov/about/divisions/water-resources
Jurisdictional Wetland - A wetland as defined in the 1987 Corps of Engineers Wetlands Delineation Manual.
Local Watershed Plan — An NCDMS watershed plan that is conducted in specific priority areas (typically one or
more TLWs) where NCDMS and the local community have identified a need to address critical watershed issues.
Through this planning process, NCDMS collaborates with local stakeholders and resource professionals to identify
projects and management strategies to restore, enhance and protect local watershed resources. LWPs can be found
by County or River Basin at http://deg.nc.gov/about/divisions/mitigation-services/dms-planning/watershed-
planning-documents
Long Term Protection — Defined in the Federal Code of Regulations (Federal Register/Vol. 73, No. 70/Thursday,
April 10, 2008/ Rules and Regulations — Section 332.7 Management, the Long Term Protection of a mitigation site
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
may be provided through real estate instruments such as conservation easements held by entities such asfederal,
tribal, state or local resource agencies, non-profit conservation organizations, or private land managers; the transfer
of title to such entities; or by restrictive covenants. The use of conservation easements and/or restrictive covenants
must receive prior approval by the United States Army Corps of Engineers (USAGE) — District Engineer. As noted in
the Federal Code of Regulations, the USACE District Engineer shall consider relevant legal constraints on the use of
conservation easements and/or restrictive covenants in determining whether such mechanisms provide sufficient
protection.
Mitigation Plan — A written document, supplemented with graphics, which describes: the existing site conditions,
the goals and objectives of the project and other pertinent information. The Mitigation Plan is developed and
submitted prior to the implementation of the project.
Monitoring Report —A written document, supplemented with graphics due on December 1 st of each year during the
seven (7) year monitoring period following the completion of construction. This report contains results of the
measured success criteria as defined in the Baseline Monitoring Document.
NCDMS — The North Carolina Division of Mitigation Services.
Non -Riparian Wetland — An area underlain with hydric soils that is NOT located in a geomorphic floodplain or natural
crenulation and NOT contiguous to natural lakes greater than 20 acres in size or artificial impoundments. Non -
Riparian Wetlands are typically found on flats in interstream divides (pocosins), side slopes (seeps), and in
depressions surrounded by uplands (mafic depressions, lime sinks and Carolina Bays). The hydrology of non -riparian
wetlands is driven by precipitation and is characterized by groundwater being at or near the surface for much of the
year. Must meet US Army Corps of Engineers wetlands definition (33 CFR 328.3(b)).
Opening Date — The location, date, and time that the Sealed Technical Proposal and Sealed Cost Proposal must be
delivered to NCDMS. Proposals will not be accepted by NCDMS after the closing date/time.
On -Time Delivery- The delivery of all items to the receiving point designated by the delivery time required.
Perennial Stream — A well-defined channel that contains water year-round during a year of normal rainfall, with the
aquatic bed located below the water table for most of the year. A perennial stream should score at least 30 points
using the NC Division of Water Quality Stream Classification Manual, Version 4.11, 2010, effective September 1,
2010. This manual can be found at: http://deg.nc.gov/about/divisions/water-resources
Preliminary Findings Report — An NCDMS report that is developed during the Local Watershed Planning process
that contains an evaluation of available data sources and an initial determination of watershed conditions; identifies
data gaps; and includes a plan for a detailed evaluation of the watershed and its water quality, habitat and hydrologic
functions.
Prior Converted Cropland — Areas defined by the Natural Resources Conservation Service (Section 512.15 of the
National Food Security Act Manual, August 1988) as wetlands which were both manipulated (drained or otherwise
physically altered to remove excess water from the land) and cropped before 23 December 1985, to the extent that
they no longer exhibit important wetland values.
Project Area — For the purposes of this RFP, project area is defined as the area within the proposed conservation
easement for the project.
Project Milestones — A deliverable, such as a document or completed action that signifies that the endo of a task in
the Scope of Service.
Property— A Site may be comprised of one or more pieces of real Property owned by one or more individual.
Proposal — The response to the RFP from an interested Vendor consisting of a signed Sealed Cost Proposal and a
Sealed Technical Proposal.
Proposed Project - A site that is in a pre -construction state and that is not associated with, or a part of, an approved
(signed, fully executed) Mitigation Banking Instrument by the closing date of this RFP.
Proposal Rating ("PR") — A value (number) that is calculated for each Proposal based upon the evaluation of the
Proposal by the PRC. The PR is established by dividing the points scored by the total amount of potential points.
(Technical Score)
Proposal Review Committee ("PRC') - A committee established by the NCDMS to review and evaluate each
Proposal received and to make recommendations to the NCDMS Director and Procurement Manager.
Release of Credits — A determination by the USACE district engineer in consultation with the IRT, that credits
associated with an approved mitigation plan are available for sale or transfer as defined under the Federal Guidance
for the Establishment, Use and Operation of Mitigation Banks (Federal Register April 10, 2008, Volume 70, Number
73, pp 19594-19705).
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
RFP — Request for Proposals; the document issued by the Department to solicit Proposals from interested Vendors.
Riparian Wetlands — An area that is underlain with hydric soils and located within a geomorphic floodplain or natural
crenulation, or contiguous with NATURAL water bodies greater than 20 acres in size.
River Basin — The largest category of surface water drainage; there are seventeen (17) river basins in North Carolina.
River Basin Restoration Priorities - A planning document prepared by the NCDMS that targets specific watersheds
(TLWs) with descriptions of existing degradation and protection needs for restoration project implementation. Unless
otherwise stipulated in the RFP, NCDMS requires mitigation sites to be located in these targeted local watersheds
(i.e. hydrologic units).
Scope of Services — All services, actions, and physical work required by the Department to achieve the purpose and
objectives defined in the RFP; such services may include the furnishing of all required labor, equipment, supplies and
materials except as specifically stated.
Sealed Cost Proposal — The completed Sealed Cost Proposal form included in the RFP signed by the Vendor
specifying the total compensation requested for the performance of the specified scope of services as defined by the
RFP. If more than one Site is proposed, a separate Sealed Cost Proposal must be submitted for each Site. If the
Vendor is willing to offer multiple options (i.e. different quantities of mitigation at different credit costs) for one proposed
site, a separate Cost Proposal must be submitted for each option offered.
Service Area — 1) A geographic area where mitigation credits from a mitigation site can generally be utilized to satisfy
permit requirements. 2) A geographic area where a mitigation requirement can be satisfied.
Site — Property or properties identified by a Vendor in a Proposal as having potential to provide either wetland, stream,
buffer or nutrient offset mitigation. A proposed project shall describe mitigation activities that occur on a single
property parcel, or which occur on multiple property parcels. Project proposals shall demonstrate hydrologic
connectivity and/or habitat continuity such that the functional relationships between the project components,
encompassed within each parcel is clearly evident. DMS shall have the sole discretion to determine whether the
project components have sufficient hydrologic connectivity and/or habitat continuity to be considered in a single
project proposal.
Targeted Local Watershed (TLW) — A 14 -digit Hydrologic Unit identified as a targeted area in the RFP. These are
preferred locations for mitigation projects because they may have environmental characteristics that can be improved
through restoration projects.
Targeted Resource Area (TRA) — A unique or substantial important asset, opportunity, or function located within a
defined area. TRAs can include targeted assets or targeted opportunities. These are identified by analyzing spatial
data representing assets, problems, and opportunities that manifest as patches of significance at a smaller scale
than the 12- or 14 -digit hydrologic units. These are analogous to TLWs; however, TRAs have defined boundaries
based on an area of influence or an area of habitat extent NOT necessarily defined by a watershed boundary.
Technical Proposal — One of the two parts of the Proposal which contains a technical description of the proposed
mitigation.
USACE — United States Army Corps of Engineers, Regulatory Branch, Wilmington District
USGS — United States Geological Survey.
Vendor — A private agency, corporation, firm, organization, business, or individual offering to provide qualified
professional or specialized services to the Department; if two or more private agencies, corporations, organizations,
businesses or individualsjoin together in a prime vendor/sub-vendor relationship to submit a proposal, the Department
will consider the prime vendor to be the Vendor; only the Vendor may enter into a contract with the Department (The
words `Vendor' and `Contractor' are used interchangeably for this RFP).
Wetland Enhancement - The manipulation of the physical, chemical and biological characteristics of a site to
heighten, intensify, or improve a specific aquatic resource function(s). Enhancement results in the gain of selected
aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does
not result in a gain in aquatic resource area.
Wetland Preservation - The removal of a threat to, or preventing the decline of, aquatic resources by an action in or
near those aquatic resources. This term includes those activities normally associated with the protection and
maintenance of aquatic resources through the implementation of appropriate legal and physical mechanisms.
Preservation does not result in a gain in aquatic resource area orfunctions.
Wetland Restoration - The manipulation of the physical, chemical and biological characteristics of a site with the
goal of returning natural/historic functions to a former or degraded aquatic resource. Wetland restoration is divided
into two categories: Re-establishment and Rehabilitation. See definition of Wetland Re-establishment and Wetland
Rehabilitation.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
Wetland Re-establishment — The manipulation of the physical, chemical and biological characteristics of a site with
the goal of returning natural/historic functions to a former aquatic resource. Re-establishment results in rebuilding a
former aquatic resource and results in a gain in aquatic resource area and function.
Wetland Rehabilitation — The manipulation of the physical, chemical and biological characteristics of a site with the
goal of returning most, if not all the natural/historic functions to a degraded aquatic resource. Rehabilitation results in
a gain in aquatic resource function, but does not result in a gain in aquatic resource area.
3.0 SCOPE OF WORK
3.1 OBJECTIVES
The Department desires to acquire 25,000 Stream, 26.00 Riparian Wetland and 15.00 Non -Riparian Wetland
Mitigation credits within the service area (see Attachment H) for Cataloging Unit 03020201 of the Neuse River Basin.
River
Basin
Cataloging
Unit
Stream
Credits
Riparian Wetland
Credits
Non -Riparian Wetland
Credits
NEUSE
03020201
25,000
26.00
15.00
SPECIAL CONDITIONS:
Temperature regime: N/A
No more than 10% of the total linear feet of stream offered for mitigation can be stream preservation.
Wetlands:
Riparian Wetlands must be made up of at least 70% restoration. Non -Riparian Wetlands must be made
up of 100% restoration.
DMS is not seeking Riparian Buffer credits at this time. On the Cost Proposal form (Attachment C),
there is a line for an optional riparian buffer credit cost. If DMS has a riparian buffer credit need
during the contracted project lifetime, an amendment can be made to the contract payable to the
contracted vendor for the amount per credit delivered (and accepted by DWR) as indicated by the
optional cost. Vendors must provide an optional cost for Riparian Buffer credits if they wish DMS to
purchase these credits from the vendor.
Mitigation Information and Restrictions
Stream Mitigation:
The definitions of stream restoration, enhancement levels I and II, and preservation are defined in the Stream
Mitigation Guidelines (U.S. Army Corps of Engineers, Wilmington District, April, 2003) available on their website.
For the purposes of this RFP (the technical proposal, and any contract(s) that may result from this RFP), all
mitigation must be consistent with 2003 USACOE Stream Mitigation Guidelines and the Wilmington District Stream
and Wetland Compensatory Mitigation Update (NCIRT-October 24, 2016).
Wetland Mitigation:
Information, including soil boring logs prepared by a Licensed Soil Scientist (LSS), must be provided in the technical
proposal to demonstrate that areas proposed for restoration consist predominantly of hydric soils, and:
1. Are not currently jurisdictional wetlands as defined in the 1987 US Army Corps of Engineers Wetland Delineation
Manual and USACE regional supplements, and that are devoid of the proper community type of vegetation
(Wetland Re-establishment).
2. Are degraded (poorly functioning) jurisdictional wetlands that have been drained or otherwise manipulated resulting
in a significant loss of wetland function (Wetland Rehabilitation). Wetland Rehabilitation should restore most, if not
all natural and/or historic functions to a degraded wetland.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
3. Are degraded (poorly to moderately functioning) jurisdictional wetlands that have been manipulated resulting in a
loss of wetland function (Wetland Enhancement) — Wetland Enhancement results in the gain of selected wetland
function(s), but may also lead to a decline in other aquatic resource function(s).
3.2 TASKS
TASK 1 DMS requires two (2) hard copies and one electronic copy of the deliverables for Task 1:
a) Conduct an on-site meeting with the IRT and DMS to discuss basic concepts of the proposed mitigation plan
and identify concerns or issues related to that plan. Concerns or issues identified must be addressed prior to
conveyance of the conservation easement or development of the formal mitigation plan.
b) Conduct an environmental screening to identify/survey potential protected species, archaeological sites,
historical architecture structures, contamination, etc. of the site.
c) In addition, in accordance to USACE requirements, the Vendor will provide a signed and dated DMS Full
Delivery Landowner Authorization Form for each parcel AFTER contract has been awarded and prior to the
post contract on-site meeting with the IRT.
TASK 2 Property
The Contractor shall electronically send the following five (5) items to the DMS Project Manager and State Property
Office (SPO) Manager Blane Rice (Blane.Rice(a)doa.nc.gov) for review:
Draft Conservation Easement in Microsoft word document form
• Use the 9/4/2014 conservation easement template.
• The contractor shall convey to the State of North Carolina the rights to all mitigation, including but not
limited to, stream, wetlands, riparian buffer, and nutrient offset mitigation credits derived from each site
and within the area of the conservation easement.
• The easement boundary must mimic the boundary provided within the technical proposal within reason.
Any variations must be communicated to the DMS Project Manager.
• The Contractor must provide a copy of the conservation easement to the landowner, and be aware of tax
implications such as NC General Statute 105-277.4 which addresses county agricultural deferred taxes
that may be incurred at closing.
Preliminary Survey Plat in Adobe PDF form
• All surveys shall meet the Standards of Practice for Land Surveying in North Carolina as described in
Title 21, Chapter 56, of the North Carolina Administrative Code. As such, surveys and digital files shall
be tied to the North Carolina State Plane Coordinate System NAD83 (NSRS2007).
• The survey title block shall read, "Conservation Easement Survey for the State of North Carolina, Division
of Mitigation Services." The title block shall also contain the project name, SPO number, DMS Project
number, name of the owner, location, date surveyed, scale of the drawing, name, address, registration
number and seal of the surveyor.
• A table of coordinates (northing and easting) for all property corners, numbered consecutively, must be
included on the plat. If multiple parcels comprise a single project, assign a unique number for each
property corner within the project.
• A text metes and bounds must be provided for recordation with the Conservation easement.
• The Contractor shall show the following that exist within 100 feet of the easement boundary: roads or
trails, property corners, nearby easements, dwellings, roadways, streams and creeks, manholes, poles,
and right-of-ways.
• The landowner(s) or his/her legal representative must sign the recorded plat.
• Access to the easement area must be shown, with location and width depicted by a dotted line and note
on the recorded plat.
3. Digital Easement File in AutoCAD (.dwg) and ArcMap (.shp) format
• The CAD and GIS files must contain a closed polygon layer of the conservation easement shape in
addition to the line work.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
4. Copy of the attorney's report on title based on a 30 -year title search with all supporting deeds and documentation
• Each conservation easement conveyed must have good, marketable title free of liens and encumbrances.
5. Title attorney's "Schedule A" with any documents describing possible exceptions to title and exhibits.
Step Two: Approval for Closing
1. SPO and DMS will review and issue written approval to record after documents meet requirements.
2. The Contractor shall record the final approved easement and plat and obtain all necessary approvals from the
County Review Officer.
Step Three: Task 2 Payment
The Contractor will complete the seven (7) listed deliverables along with invoice for Task 2 payment. Document
deliverables shall be submitted electronically to the DMS project manager and SPO Manager Blane Rice
(Blane.Rice(a-)doa.nc.gov). Additionally, SPO requires one (1) hard copy of all the original documents and a
compact disk mailed to Blane Rice, NC Department of Administration, State Property Office, 1321 Mail Service
Center, Raleigh, NC 27699-1321. Once received, SPO will issue authorization for payment.
1. Recorded Conservation Easement in Adobe PDF form
2. Recorded Survey Plat in Adobe PDF form
3. Updated digital easement file in AutoCAD (.dwg) and ArcMap (.shp) format
4. Final attorneys report on title based on 30 -year search with deeds and documentation.
Additionally, the following must be satisfied during Task 2:
5. Original title insurance policy shall be forwarded to SPO as soon as it is available to Blane Rice.
6. Provide the name, address, phone number, and e-mail address (if available) of each grantor via electronic
communication to SPO and DMS.
7. Install survey monumentation and conduct boundary marking with the following specifications:
The Contractor shall set 5/8" rebar 30" in length with 3-1/4" aluminum caps on all easement corners.
Caps shall meet DMS specifications (Berntsen RBD5325, imprinted with NC State Logo # B9087 or
equivalent). After installation, caps shall be stamped with the corresponding number from the table of
coordinates on the survey.
• The Contractor shall place a 6 -foot tall durable witness post at each corner in the conservation easement
boundary. Posts shall be made of material that will last a minimum of 20 years.
• The Contractor shall attach a conservation easement sign to each witness post and place additional signs
at no more than 200 -foot intervals on long boundary lines. When applicable, the Contractor can mark
existing trees (>3dbh) with conservation easement signs and/or blaze property lines at approximate eye
level in lieu of line posts. Where applicable, established fence posts can be used for placement of
signage.
ALLOWANCES:
1. The contractor may elect to install monumentation and boundary marking during Task 5 preparation. No payment
for Task 5 will be approved prior to installation.
2. The original title insurance policy(ies) must be received prior to payment for the Task 5 deliverable.
3. The contractor may elect to complete Task 3 (site specific Mitigation Plan), including the requirement forfinancial
assurance (See Section 6.2 FINANCIAL ASSURANCE) prior to completion of Task 2. Please be advised,
however, that subsequent failure of the contractor to convey an acceptable conservation easement to the State of
North Carolina, or to provide for the Long -Term Protection of the site through other methods acceptable to DMS,
will require the contractor to fully reimburse the State for any payment(s) made to the contractor for completion of
Task 3.
RECOMMENDATIONS:
The following recommendations are based on previous mitigation project experience. These practices are
proven to benefit overall project cost, save time, protect mitigation credit, and lend favor during regulatory
close-out consideration.
1. Simplified project boundaries with lines greater than 200 feet and with fewer corners minimizes
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
encroachments, protects mitigation assets, lowers fencing costs, and makes it easier for adjacent
landowners to understand boundaries.
2. Culverts are often preferred over ford crossings to encourage aquatic passage and minimize stream impact.
3. Fence type established should be based on landowner and livestock needs. In general, well-built
fences will provide less opportunity for encroachment, better maintenance, and long term protection of
property.
4. Carefully locating fences for long-term maintenance lessens impact to the conservation easement.
5. Using the survey plat as baseline documentation for existing roads, paths, trails, or other items of note
provides a reference for long-term stewardship and landowners.
6.Woven wire and multi -strand barbed wire fencing installed in accordance to NRCS standards are proven fencing
methods during project closeouts. Past projects with electrified high tensile have experienced many difficulties
during monitoring and closeout. The contractor should discuss fencing options with landowners; however,
continue to be cognizant of mitigation credit protection and long term stewardship.
TASK 3 Develop a site-specific mitigation plan, as appropriate for each site and submit it to the DMS for review,
comment, and approval. DMS requires three (3) hard copies and one (1) pdf file on a USB flash drive
of the "Draft' mitigation plan. After "Draft" approval, DMS requires five (5) hard copies and one (1) pdf
file on a USB flash drive (which can be sent electronically if preferred) of the "Final Draft' mitigation
plan which will be posted on the DMS Portal for review by the IRT. Following IRT approval, DMS
requires two (2) completed Pre -Construction Notice (PCN) forms with DMS named as the "permittee"
and the Vendor as "agent', six
(6) hard copies and one (1) USB flash drive with the .pdf files of the "Final' mitigation plan and the
PCN. FINANCIAL ASSURANCE is also due as part of this deliverable.
TASK Secure all other necessary permits and/or certifications (i.e. Erosion and Sedimentation Control permit,
etc.). Submit one (1) copy of all applicable permits, certifications, etc. to DMS prior to implementation of
the earthwork portion of the mitigation project. Upon completion of earthwork, notify DMS in writing of
completion date and submit payment request (invoice).
TASK 5 Complete planting of the mitigation site and install all monitoring devices/plots. Vegetation must be
planted at least six months before vegetation monitoring activities are conducted at the end of the
growing season. Upon completion of planting and installation of monitoring devices/plots, notify DMS in
writing of completion date and submit payment request.
TASK 6 DMS requires three (3) hard copies of the "Draft' baseline monitoring document and "Draft' as -
built drawings. After "Draft' approval, DMS requires three (3) hard copies and one (1) pdf file on a USB
flash drive (which can be sent electronically if preferred) of the "Final' baseline monitoring document and
the as-builts. The as -built drawings (final record of project construction) should be submitted with the
following criteria:
a. Pre -Construction Plan design
b. As -built survey (on same sheets as Pre -Construction Plan design)
C. Must bear Professional Land Surveyor (PLS) seal and/or Professional Engineer (PE) seal
where applicable
d. Annotation and corrections of the Pre -Construction Plan design
TASKS 7-13 (7 years monitoring). DMS requires five (5) hard copies and one (1) .pdf formatted copy on a USB
flash drive (which can be sent electronically if preferred) of the yearly monitoring reports. Monitor the
mitigation site as stipulated in the mitigation plan and baseline monitoring report to assess the success
of the restored site for a period consistent with regulatory guidance. Each annual monitoring report
must be submitted to the DMS by December 1St of the year during which the monitoring was
conducted. The 7th year monitoring report (or final year in cases where monitoring has been
extended beyond 7 years) must include a closeout report that provides an assessment of the
monitoring data collected from the entire monitoring period. The contracted firm must attend closeout
meetings and present final project to the IRT both in a closeout meeting at a site to be named later
and on the project site, following all DMS closeout procedures and templates.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
3.3 PAYMENT SCHEDULE AND DESCRIPTION OF MILESTONES
'Vendor is only eligible for payment after DMS has approved the task/deliverable.
*If site fails to meet success criteria, as indicated in any monitoring report, payment of the monitoring task maybe
made if a suitable contingency plan is submitted to and accepted by the DMS.
'For any year, beginning with delivery of task 6; if credits are withheld by the regulatory agencies or credits
are lost for other reasons, and deliverable payments must be adjusted, then all futureyearly payments will
be made following IRT yearly release of the credits.
4.0 ADMINISTRATIVE TERMS
4.1 REQUEST FOR PROPOSAL DOCUMENT
The RFP is comprised of the base RFP document, any attachments, and any addenda released before Contract
award. All attachments and addenda released for this RFP in advance of any Contract award are incorporated herein
by reference.
4.2 CONTRACT TERM
The Contract shall have a maximum term of up to 10 years, beginning on the date of contract award (the "Effective
Date"). The Vendor shall begin work under the Contract within seven (7) business days of the Effective Date.
4.3 PRICING
Proposal price shall constitute the total cost to Buyer for complete performance in accordance with the requirements
and specifications herein, including all applicable charges handling, administrative and other similar fees. Vendor
shall not invoice for any amounts not specifically allowed for in this RFP. Complete ATTACHMENT C: PRICING
FORM and include in Proposal.
4.4 ACCEPTANCE OF WORK
Acceptance of work by the State shall not be unreasonably withheld; but may be conditioned or delayed as required
for reasonable review, evaluation, installation or testing, as applicable to the work or deliverable. Final acceptance is
expressly conditioned upon completion of all applicable assessment procedures. Should the work or deliverables fail
to meet any requirements, acceptance criteria or otherwise fail to conform to the contract, the State may exercise all
rights hereunder, including, fordeliverables, such rights provided bythe Uniform Commercial Code as adopted in North
Carolina.
Ver: 9/30/16 Page 18 of 44
Project Milestones and Payment Schedule
Task
Project Milestone
Payment"
(% of Contract Value*)
1
Categorical Exclusion Document
5
2
Submit Recorded Conservation Easement on the Site
20
3
Mitigation Plan (Final Draft) and Financial Assurance
15
4
Mitigation Site Earthwork completed
15
5
Mitigation Site Planting and Installation of Monitoring Devices
10
6
Baseline Monitoring Report (including As -Built Drawings)'
10
7
Submit Monitoring Report #1 to DMS (meets success criteria*)'
5
8
Submit Monitoring Report #2 to DMS (meets success criteria*)'
2
9
Submit Monitoring Report #3 to DMS (meets success criteria*)'
2
10
Submit Monitoring Report #4 to DMS (meets success criteria*)'
2
11
Submit Monitoring Report #5 to DMS (meets success criteria*)'
2
12
Submit Monitoring Report #6 to DMS (meets success criteria*)'
2
13
Submit Monitoring Report #7 to DMS and complete project Close-
Out process (meets success criteria*)'
10
TOTAL
100
'Vendor is only eligible for payment after DMS has approved the task/deliverable.
*If site fails to meet success criteria, as indicated in any monitoring report, payment of the monitoring task maybe
made if a suitable contingency plan is submitted to and accepted by the DMS.
'For any year, beginning with delivery of task 6; if credits are withheld by the regulatory agencies or credits
are lost for other reasons, and deliverable payments must be adjusted, then all futureyearly payments will
be made following IRT yearly release of the credits.
4.0 ADMINISTRATIVE TERMS
4.1 REQUEST FOR PROPOSAL DOCUMENT
The RFP is comprised of the base RFP document, any attachments, and any addenda released before Contract
award. All attachments and addenda released for this RFP in advance of any Contract award are incorporated herein
by reference.
4.2 CONTRACT TERM
The Contract shall have a maximum term of up to 10 years, beginning on the date of contract award (the "Effective
Date"). The Vendor shall begin work under the Contract within seven (7) business days of the Effective Date.
4.3 PRICING
Proposal price shall constitute the total cost to Buyer for complete performance in accordance with the requirements
and specifications herein, including all applicable charges handling, administrative and other similar fees. Vendor
shall not invoice for any amounts not specifically allowed for in this RFP. Complete ATTACHMENT C: PRICING
FORM and include in Proposal.
4.4 ACCEPTANCE OF WORK
Acceptance of work by the State shall not be unreasonably withheld; but may be conditioned or delayed as required
for reasonable review, evaluation, installation or testing, as applicable to the work or deliverable. Final acceptance is
expressly conditioned upon completion of all applicable assessment procedures. Should the work or deliverables fail
to meet any requirements, acceptance criteria or otherwise fail to conform to the contract, the State may exercise all
rights hereunder, including, fordeliverables, such rights provided bythe Uniform Commercial Code as adopted in North
Carolina.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
4.5 DOWNWARD PAYMENT ADJUSTMENTS
Payment by the Department will be based on the number of credits the vendor delivers at the credit price first
established by the cost proposal pursuant to the proposal review process and credits identified in the technical
proposal. To ensure that the Department does not overpay at the end of the process, periodic adjustments may be
made so that the final total payment equals the final number of mitigation credits, as determined by the IRT, delivered
by the vendor multiplied by the original per credit price. Payment adjustments may be made after the initial contract
is executed based on the number of mitigation credits the project is anticipated to provide as documented after
contract execution, including but not limited to: completion of the mitigation plan; site restoration
(earthwork/planting), completion of the baseline monitoring document; the post construction monitoring period, and/or
after final determination/release of mitigation credits by the IRT.
4.6 INVOICES
a) Invoices are to be submitted for the Contract Administrator's review after NCDMS approval of each
individual task/deliverable.
b) The Vendor must follow the NCDMS Invoice Guidelines dated March 1, 2014.
c) Final invoice must be received by the DEPARTMENT within 45 days after the end of the contract period.
d) Invoices must bear the correct contract number to ensure prompt payment. The Vendor's failure to include
the correct contract number may cause delay in payment.
e) Invoices must be submitted to the following address:
NC Department of Environmental Quality
Division of Mitigation Services
Attn: Debby Davis
1652 Mail Service Center
Raleigh, NC 27699-1652
4.7 PAYMENT TERMS
a) The Vendor will be compensated at the rates quoted in the Vendor's Cost Proposal.
b) The Vendor will be paid net thirty (30) calendar days after the Vendor's invoice is approved by the State.
4.8 PERFORMANCE OUTSIDE THE UNITED STATES
Vendor shall complete ATTACHMENT D: LOCATION OF WORKERS UTILIZED BY VENDOR. In addition to any
other evaluation criteria identified in this RFP, the State may also consider, for purposes of evaluating proposed or
actual contract performance outside of the United States, how that performance may affect the following factors to
ensure that any award will be in the best interest of the State:
Total cost to the State
Level of quality provided by the Vendor
Process and performance capability across multiple jurisdictions
Protection of the State's information and intellectual property
Availability of pertinent skills
Ability to understand the State's business requirements and internal operational culture
Particular risk factors such as the security of the State's information technology
Relations with citizens and employees
Contract enforcement jurisdictional issues
4.9 NOTICE TO VENDORS REGARDING RFP TERMS AND CONDITIONS
It shall be the Vendor's responsibility to read the Instructions, the State's terms and conditions, all relevant exhibits
and attachments, and any other components made a part of this RFP, and comply with all requirements and
specifications herein. Vendors also are responsible for obtaining and complying with all Addenda and other changes
that may be issued in connection with this RFP.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
If Vendors have questions, issues, or exceptions regarding any term, condition, or other component within this RFP,
those must be submitted as questions in accordance with in the instructions in Section 2.2 PROPOSAL QUESTIONS.
If the State determines that any changes will be made as a result of the points raised, then such decisions will be
communicated in the form of an RFP addendum. The State may also elect to leave open the possibility for later
negotiation of specific components of the Contract that have been addressed during the question and answer period.
Other than through this process, the State rejects and will not be required to evaluate or consider any additional or
modified terms and conditions submitted with Vendor's proposal. This applies to any language appearing in or
attached to the document as part of the Vendor's proposal that purports to vary any terms and conditions or Vendors'
instructions herein or to render the proposal non-binding or subject to further negotiation. By execution and delivery
of this RFP Response, the Vendor agrees that any additional or modified terms and conditions, whether
submitted purposely or inadvertently, shall have no force or effect, and will be disregarded. Noncompliance
with, or any attempt to alter or delete, this paragraph shall constitute sufficient grounds to reject Vendor's
proposal as nonresponsive.
4.10 INTERPRETATION OF TERMS AND PHRASES
This Request for Proposal serves two functions: (1) to advise potential Vendors of the parameters of the solution
being sought by the Department; and (2) to provide (together with other specified documents) the terms of the Contract
resulting from this procurement. As such, all terms in the Request for Proposal shall be enforceable as contract terms
in accordance with the General Terms and Conditions. The use of phrases such as "shall," "must," and "requirements"
are intended to create enforceable contract conditions. In determining whether proposals should be evaluated or
rejected, the Department will take into consideration the degree to which Vendors have proposed or failed to propose
solutions that will satisfy the Department's needs as described in the Request for Proposal. Except as specifically
stated in the Request for Proposal, no one requirement shall automatically disqualify a Vendor from consideration.
However, failure to comply with any single requirement may result in the Department exercising its discretion to reject
a proposal in its entirety.
5.0 PROPOSAL OPENING. EVALUATION PROCESS AND METHOD OF AWARD
5.1 CONFIDENTIALITY AND PROHIBITED COMMUNICATIONS DURING EVALUATION
During the evaluation period—from the date proposals are opened through the date the contract is awarded each
Vendor submitting a proposal (including its representatives, sub -vendors and/or suppliers) is prohibited from having
any communications with any person inside or outside the using agency, issuing agency, other government agency
office, or body (including the purchaser named above, department secretary, agency head, members of the general
assembly and/or governor's office), or private entity, if the communication refers to the content of Vendor's proposal
or qualifications, the contents of another Vendor's proposal, another Vendor's qualifications or ability to perform the
contract, and/or the transmittal of any other communication of information that could be reasonably considered to
have the effect of directly or indirectly influencing the evaluation of proposals and/or the award of the contract. A
Vendor not in compliance with this provision shall be disqualified from contract award, unless it is determined in the
State's discretion that the communication was harmless, that it was made without intent to influence and that the best
interest of the state would not be served by the disqualification. A Vendor's proposal may be disqualified if its sub -
vendor and supplier engage in any of the foregoing communications during the time that the procurement is active
(i.e., the issuance date of the procurement to the date of contract award). Only those discussions, communications
or transmittals of information authorized or initiated by the issuing agency for this RFP or general inquiries directed to
the purchaser regarding requirements of the RFP (prior to proposal submission) or the status of the contract award
(after submission) are excepted from this provision.
5.2 PROPOSAL OPENING PROCESS
Proposals will be received from each Vendor in two separate, sealed packages - the Technical Proposal and the Cost
Proposal. Each original of both proposals (Technical and Cost) shall be signed and dated by an official authorized to
bind the firm. Unsigned proposals will not be considered.
NOTE: No technical information shall be contained in the cost proposal. No cost information shall be
contained in the technical proposal. Inclusion of any cost information in the technical proposal and/or any technical
information in the cost proposal shall constitute sufficient grounds to reject Vendor's proposal.
All proposals must be received by the issuing agency no later than the date and time specified on the cover sheet of
this RFP.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
At that date and time, the package containing the technical proposals from each responding firm will be publicly
opened and the name of each Vendor announced publicly. A notation will also be made whether a separate sealed
cost proposal has been received. Cost proposals will be placed in safekeeping and opened at a later date.
5.3 EVALUATION PROCESS
The State will conduct a Two -Step evaluation of the Proposals received.
The State shall review all Vendor responses to this RFP to confirm that they meet the specifications and requirements
of the RFP. The State reserves the right to waive any minor informality or technicality in proposals received.
All technical proposals will be evaluated prior to opening any cost proposal.
Upon completion of the technical evaluation, the cost proposals of those Vendors whose technical proposals have
been deemed acceptable will be publicly opened. The total cost offered by each firm will be tabulated and become a
matter of public record. Interested parties are cautioned that these costs and their components are subject to further
evaluation for completeness and correctness and therefore may not be an exact indicator of a Vendor's pricing
position.
At their sole option, the evaluators may request oral presentations or discussion with any or all Vendors for
clarification or to amplify the materials presented in any part of the proposal. Vendors are cautioned, however,
that the evaluators are not required to request presentations or other clarification—and often do not; therefore,
all proposals must be complete and reflect the most favorable terms available from the Vendor.
Vendors are cautioned that this is a request for proposals, not a request to contract, and the State reserves the
unqualified right to reject any and all offers at any time if such rejection is deemed to be in the best interest of the
State.
The State reserves the right to reject all original offers and request one or more of the Vendors submitting proposals
to submit best and final offers (BAFOs), prepared in collaboration with the State after the initial responses to the RFP
have been evaluated and determined to be unsatisfactory.
Upon completion of the evaluation process, the State will make Award(s) based on the evaluation and post the
award(s) to IPS under the RFP number for this solicitation. Award of a Contract to one Vendor does not mean that
the other proposals lacked merit, but that, all factors considered, the selected proposal was deemed most
advantageous and represented the best value to the State.
5.4 EVALUATION CRITERIA
All qualified proposals will be evaluated and award made based on the following criteria considered, to result in an
award most advantageous to the State. A proposal may be rejected during any phase of review if the PRC determines
that the proposal has not provided the requested information in the specified format, has determined that the firm is
not qualified to perform the services, and/or if it has been determined that the proposal cannot provide the mitigation
indicated in the proposal. Each proposal will be reviewed and assigned a proposal rating prior to opening any cost
proposal.
Proposals will generally be evaluated per completeness, content, experience with similar projects, ability of the offer
or and its staff, and cost. Specific evaluation criteria are listed below.
Technical
a) Technical Proposals will be reviewed for length, format requirements and qualifications of firm and project
approach by the PRC. Only vendors who meet these initial qualifications will move forward.
b) Upon completion of the initial review, a field review and evaluation of the proposed site will be conducted
by the PRC.
c) Each Vendor will be scored based on the Technical Scoresheet located in Attachment I of this RFP.
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RFP Number: 16-007279
Price
Vendor: Wildlands Engineering, Inc.
a) Sealed cost proposals for all proposals still under consideration will be opened and tabulated.
b) The adjusted credit cost is a combined technical and cost measure. This is a best value determination by
NCDMS after evaluating all factors in the technical proposal and then evaluating the cost proposal. The
adjusted unit cost will be calculated and determined using the following formula:
Unit Cost _ Proposal Rating (Technical Score)
All sites will be ranked by the lowest adjusted credit
cost.
5.5 METHOD OF AWARD
The NCDMS Procurement Manager and the Director, will analyze the ranked sites, determine the proposal selections
and submit recommendations to the Department and the Department of Administration, Purchase & Contract section,
as required, for approval, considering the following information:
■ adjusted credit cost
■ credit cost
■ available funds
■ mitigation needs at the time of selection
■ the best interest of the State of North Carolina
While the intent of this RFP is to award a Contract to single Vendor, the State reserves the right to make separate
awards to different Vendors for one or more line items, to not award one or more line items or to cancel this RFP in
its entirety without awarding a Contract, if it is considered to be most advantageous to the State to do so.
6.0 REQUIREMENTS
This Section lists the requirements related to this RFP. By submitting a proposal, the Vendor agrees to meet all stated
requirements in this Section as well as any other specifications, requirements and terms and conditions stated in this
RFP. If a Vendor is unclear about a requirement or specification or believes a change to a requirement would allow
for the State to receive a better proposal, the Vendor is urged and cautioned to submit these items in the form of a
question during the question and answer period in accordance with Section 2.2.
6.1 FINANCIAL STABILITY
Each Vendor shall certify it is financially stable by completing the ATTACHMENT E: CERTIFICATION OF
FINANCIAL CONDITION. The State is requiring this certification to minimize potential issues from Contracting with
a Vendor that is financially unstable. From the date of the Certification to the expiration of the Contract, the Vendor
shall notify the State within thirty (30) days of any occurrence or condition that materially alters the truth of any
statement made in this Certification. DMS reserves the right to ask for additional financial data if clarification is
needed.
6.2 FINANCIAL ASSURANCE
The vendor must provide financial assurance in one of the following forms:
1) Performance Bonding-- The vendor must provide security in the form of an acceptable performance bond
as described in the following paragraph to guarantee delivery of the maximum number of originally contracted
credits. The performance bond must be obtained from a company licensed in North Carolina as shown in the
Federal Treasury Listing of Approved Sureties (Circular 570). The maximum allowable amount provided by a
surety may not exceed the "underwriting limitation" for the surety as identified in the Federal Treasury Listing.
Although this RFP is a request for mitigation and not construction, the performance bond shall follow the
prescribed wording provided in N.C.G.S. § 44A-33. The performance bond must be for 55% of the total value
of the contract and must be in effect and submitted with the Task 3 deliverable before DMS will authorize
payment for that deliverable. The bond must remain in effect until the vendor has received written notification
from the DMS that the requirements of Task 6 (submittal of baseline monitoring report) have been met (the
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
financial assurance document must indicate that it is in effect through approval of task 6 and must
include the NCDEQ contract number). After the successful completion of Task 6, the bond can be retired.
2) Letters of Credit- LDCs must be drawn from a reputable bank identified by the FDIC as "Well Capitalized" or
"Adequately Capitalized" and follow the submittal timing, contract amounts and schedules as those described
above for the performance bonds. Evergreen or irrevocable LDCs shall be required to provide a 120- day notice
of cancellation, termination or non -renewal.
3) Casualty Insurance on underlying performance of credits of mitigation, must follow the same submittal timing,
contract amounts and reduction schedules as those described above in performance bonds. The insurance must
contain the following information:
The "NCDEQ" must be named as the "Regulatory Body". NCDEQ shall have the sole right to place a claim
against the policy. NCDEQ shall have the sole right and obligation as the responsible "regulatory body"to
approve any claim settlement,
The insurance amounts and duration must follow the same as described above in performance bonds.
6.3 REFERENCES
The State reserves the right to request and verify references. Upon request references, must be submitted within 3
business days. Failure to provide references will cause your proposal to be rejected.
6.4 ACCESS TO PERSONS AND RECORDS
Pursuant to Item # 11 of the North Carolina General Terms and Condition, the State Auditor and the using agency's
internal auditors shall have access to persons and records as a result of all contracts or grants entered into by
State agencies or political subdivisions in accordance with General Statue 147-64.7 and Session Law 2010-194.
Section 21 (i.e., the State Auditors and internal auditors may audit the records of the Vendor during the term of the
contract to verify accounts and data affecting fees or performance). Vendor shall retain all records for a period of
six (6) years following completion of the contract or until any audits begun during this period are completed and
findings released.
6.5 BACKGROUND CHECKS
Any personnel or agent of the Vendor performing services under any contract arising from this RFP may be required
to undergo a background check at the expense of the Vendor, if so requested by the State. These background checks
may be performed for the following:
(a) Any regulatory sanctions levied against Vendor or any of its officers, directors or its professional employees
expected to provide services on this project by any state or federal regulatory agencies within the past three
years or a statement that there are none. As used herein, the term "regulatory sanctions" includes the
revocation or suspension of any license or certification, the levying of any monetary penalties or fines, and the
issuance of any written warnings;
(b) Any regulatory investigations pending against Vendor or any of its officers, directors or its professional
employees expected to provide services on this project by any state or federal regulatory agencies of which
Vendor has knowledge or a statement that there are none.
6.6 SUBSTITUTION OF PERSONNEL
Vendor shall not substitute key personnel assigned to the performance of this Contract without prior written approval
by the Contract Administrator. Vendor shall notify the Contract Lead of any desired substitution, including the name(s)
and references of Vendor's recommended substitute personnel. The State will approve or disapprove the requested
substitution in a timely manner. The State may, in its sole discretion, terminate the services of any person providing
services under this Contract. Upon such termination, the State may request acceptable substitute personnel or
terminate the contract services provided by such personnel.
6.7 VENDOR'S REPRESENTATIONS
a) Vendor warrants that qualified personnel shall provide services under this Contract in a professional manner.
"Professional manner" means that the personnel performing the services will possess the skill and competence
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
consistent with the prevailing business standards in the industry. Vendor agrees that it will not enter any
agreement with a third party that may abridge any rights of the State under this Contract. Vendor will serve as
the prime vendor under this Contract and shall be responsible for the performance and payment of all sub-
vendor(s) that may be approved by the State. Names of any third -party vendors or sub -vendors of Vendor may
appear for purposes of convenience in Contract documents; and shall not limit Vendor's obligations hereunder.
Vendor will retain executive representation for functional and technical expertise as needed to incorporate any work
by third party sub-vendor(s).
b) If any services, deliverables, functions, or responsibilities not specifically described in this Contract are required
for Vendor's proper performance, provision and delivery of the service and deliverables under this Contract, or
are an inherent part of or necessary sub -task included within such service, they will be deemed to be implied by
and included within the scope of the contract to the same extent and in the same manner as if specifically
described in the contract. Unless otherwise expressly provided herein, Vendor will furnish all its own necessary
equipment, management, supervision, labor, facilities, furniture, computer and telecommunications equipment,
software, supplies and materials necessary for the Vendor to provide and deliver the Services and Deliverables.
c) Vendor warrants that it has the financial capacity to perform and to continue perform its obligations under the
contract; that Vendor has no constructive or actual knowledge of an actual or potential legal proceeding being
brought against Vendor that could materially adversely affect performance of this Contract; and that entering into
this Contract is not prohibited by any contract, or order by any court of competent jurisdiction.
7.0 CONTRACT ADMINISTRATION
7.1 PROJECT MANAGER AND CUSTOMER SERVICE
The Vendor shall designate and make available to the State a project manager. The project manager shall be the
State's point of contact for contract related issues and issues concerning performance, progress review, scheduling
and service. Vendor must complete a copy of ATTACHMENT F: Additional Vendor Information and return with
bid.
7.2 REPORTS
Reports shall be submitted well organized and easy to read. The Vendor shall submit the reports in a timely manner
and on a regular schedule as specified by this RFP.
7.3 DISPUTE RESOLUTION
The parties agree that it is in their mutual interest to resolve disputes informally. A claim by the Vendor shall be
submitted in writing to the State's Contract Lead for resolution. A claim by the State shall be submitted in writing to
the Vendor's Project Manager for resolution. The Parties shall negotiate in good faith and use all reasonable efforts
to resolve such dispute(s). During the time the Parties are attempting to resolve any dispute, each shall proceed
diligently to perform their respective duties and responsibilities under this Contract. If a dispute cannot be resolved
between the Parties within thirty (30) days after delivery of notice, either Party may elect to exercise any other
remedies available under this Contract, or at law. This term shall not constitute an agreement by either party to
mediate or arbitrate any dispute.
7.4 CONTRACT CHANGES
Contract changes, if any, over the life of the contract shall be implemented by contract amendments agreed to
in writing by the State and Vendor.
7.5 CONTRACT ADMINISTRATOR
Kristie Corson is designated as the contract administrator for the Department for the purposes of this RFP.
Attachments to this RFP begin on the next page.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT A: INSTRUCTIONS TO VENDORS
1. READ, REVIEW AND COMPLY: It shall be the Vendor's responsibility to read this entire document, review all enclosures
and attachments, and any addenda thereto, and comply with all requirements specified herein, regardless of whether
appearing in these Instructions to Vendors or elsewhere in this RFP document.
2. LATE PROPOSALS: Late proposals, regardless of cause, will not be opened or considered, and will automatically be
disqualified from further consideration. It shall be the Vendor's sole responsibility to ensure delivery at the designated
office by the designated time.
3. ACCEPTANCE AND REJECTION: The State reserves the right to reject any and all proposals, to waive any informality
in proposals and, unless otherwise specified by the Vendor, to accept any item in the proposal. If either a unit price or an
extended price is obviously in error and the other is obviously correct, the incorrect price will be disregarded.
4. BASIS FOR REJECTION: Pursuant to 01 NCAC 05B .0501, the State reserves the right to reject any and all offers, in
whole or in part, by deeming the offer unsatisfactory as to quality or quantity, delivery, price or service offered, non-
compliance with the requirements or intent of this solicitation, lack of competitiveness, error(s) in specifications or
indications that revision would be advantageous to the State, cancellation or other changes in the intended project or any
other determination that the proposed requirement is no longer needed, limitation or lack of available funds, circumstances
that prevent determination of the best offer, or any other determination that rejection would be in the best interest of the
State.
5. EXECUTION: Failure to sign EXECUTION PAGE in the indicated space will render proposal non-responsive, and it shall
be rejected.
6. ORDER OF PRECEDENCE: In cases of conflict between specific provisions in this solicitation or those in any resulting
contract, the order of precedence shall be (high to low) (1) any special terms and conditions specific to this RFP, including
any negotiated terms; (2) requirements and specifications in Sections 4, 5 and 6 of this RFP; (3) North Carolina General
Contract Terms and Conditions in ATTACHMENT B: NORTH CAROLINA GENERAL CONTRACT TERMS AND
CONDITIONS; (4) Instructions in ATTACHMENT A: INSTRUCTIONS TO VENDORS; and (5) Vendor's Proposal.
7. INFORMATION AND DESCRIPTIVE LITERATURE: Vendor shall furnish all information requested and in the spaces
provided in this document. Further, if required elsewhere in this proposal, each Vendor must submit with their proposal
sketches, descriptive literature and/or complete specifications covering the products offered. Reference to literature
submitted with a previous proposal or available elsewhere will not satisfy this provision. Proposals that do not comply with
these requirements shall be subject to rejection without further consideration.
8. SUSTAINABILITY: To support the sustainability efforts of the State of North Carolina we solicit your cooperation in this
effort. Pursuant to Executive Order 156 (1999), it is desirable that all responses meet the following:
• All copies of the proposal are printed double sided.
• All submittals and copies are printed on recycled paper with a minimum post -consumer content of 30%.
• Unless absolutely necessary, all proposals and copies should minimize or eliminate use of non -recyclable or non -
reusable materials such as plastic report covers, plastic dividers, vinyl sleeves, and GBC binding. Three -ringed
binders, glued materials, paper clips, and staples are acceptable.
• Materials should be submitted in a format which allows for easy removal, filing and/or recycling of paper and binder
materials. Use of oversized paper is strongly discouraged unless necessary for clarity or legibility.
9. HISTORICALLY UNDERUTILIZED BUSINESSES: Pursuant to General Statute 143-48 and Executive Order #150
(1999), the State invites and encourages participation in this procurement process by businesses owned by minorities,
women, disabled, disabled business enterprises and non-profit work centers for the blind and severely disabled.
10. RECIPROCAL PREFERENCE: G.S. 143-59 establishes a reciprocal preference requirement to discourage other states
from favoring their own resident Vendors by applying a percentage increase to the price of any proposal from a North
Carolina resident Vendor. The "Principal Place of Business" is defined as that principal place from which the trade or
business of the Vendor is directed or managed.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
11. CONFIDENTIAL INFORMATION: To the extent permitted by applicable statutes and rules, the State will maintain
confidential trade secrets that the Vendor does not wish disclosed. As a condition to confidential treatment, each page
containing trade secret information shall be identified in boldface at the top and bottom as "CONFIDENTIAL" by the
Vendor, with specific trade secret information enclosed in boxes or similar indication. Cost information shall not be deemed
confidential under any circumstances. Regardless of what a Vendor may label as a trade secret, the determination whether
it is or is not entitled to protection will be determined in accordance with G.S. 132-1.2. Any material labeled as confidential
constitutes a representation by the Vendor that it has made a reasonable effort in good faith to determine that such material
is, in fact, a trade secret under G.S. 132-1.2. Vendors are urged and cautioned to limit the marking of information as a
trade secret or as confidential so far as is possible.
12. PROTEST PROCEDURES: When a Vendor wishes to protest a Contract resulting from this solicitation that is awarded
by the Division of Purchase and Contract, or awarded by an agency in an awarded amount of at least $25,000, a Vendor
shall submit a written request addressed to the State Purchasing Officer at Purchase and Contract, 1305 Mail Service
Center, Raleigh, NC 27699-1305. A protest request related to an award amount of less than $25,000 shall be sent to the
purchasing officer of the agency that issued the award. The protest request must be received in the proper office within
thirty (30) consecutive calendar days from the date of the Contract award. Protest letters shall contain specific grounds
and reasons for the protest, how the protesting party was harmed by the award made and any documentation providing
support for the protesting party's claims. Note: Contract award notices are sent only to the Vendor actually awarded the
Contract, and not to every person or firm responding to a solicitation. Proposal status and Award notices are posted on
the Internet at https://www.ips.state.nc.us/ips/. All protests will be handled pursuant to the North Carolina Administrative
Code, 01 NCAC 05B .1519.
13. MISCELLANEOUS: Masculine pronouns shall be read to include feminine pronouns, and the singular of any word or
phrase shall be read to include the plural and vice versa.
14. COMMUNICATIONS BY VENDORS: In submitting its proposal, the Vendor agrees not to discuss or otherwise reveal the
contents of its proposal to any source, government or private, outside of the using or issuing agency until after the award
of the Contract or cancellation of this RFP. All Vendors are forbidden from having any communications with the using or
issuing agency, or any other representative of the State concerning the solicitation, during the evaluation of the proposals
(i.e., after the public opening of the proposals and before the award of the Contract), unless the State directly contacts the
Vendor(s) for purposes of seeking clarification or another reason permitted by the solicitation. A Vendor shall not: (a)
transmit to the issuing and/or using agency any information commenting on the ability or qualifications of any other Vendor
to provide the advertised good, equipment, commodity; (b) identify defects, errors and/or omissions in any other Vendor's
proposal and/or prices at any time during the procurement process; and/or (c) engage in or attempt any other
communication or conduct that could influence the evaluation and/or award of the Contract that is the subject of this RFP.
Vendors not in compliance with this provision may be disqualified, at the option of the State, from the Contract award.
Only those communications with the using agency or issuing agency authorized by this RFP are permitted.
15. TABULATIONS: Proposal tabulations can be electronically retrieved at the Interactive Purchasing System (IPS),
https://www.ips.state.nc.us/ips/BidNumberSearch.aspx. Click on the IPS BIDS icon, click on Search for Bid, enter the
proposal number, and then search. Tabulations will normally be available at this website not later than one working day
after the proposal opening. Lengthy or complex tabulations may be summarized, with other details not made available on
IPS, and requests for additional details or information concerning such tabulations cannot be honored.
16. VENDOR REGISTRATION AND SOLICITATION NOTIFICATION SYSTEM: The North Carolina electronic Vendor Portal
(eVP) allows Vendors to electronically register free with the State to receive electronic notification of current procurement
opportunities for goods and services of potential interests to them available on the Interactive Purchasing System, as well
as notifications of status changes to those solicitations. Online registration and other purchasing information is available
at the following website https://www.ips.state.nc.us/.
17. WITHDRAWAL OF PROPOSAL: a Proposal may be withdrawn only in writing and actually received by the office issuing
the RFP prior to the time for the opening of Proposals identified on the cover page of this RFP (or such later date included
in an Addendum to the RFP). A withdrawal request must be on Vendor's letterhead and signed by an official of the Vendor
authorized to make such request. Any withdrawal request made after the opening of Proposals shall be allowed only for
good cause shown and in the sole discretion of the Division of Purchase and Contract.
18. INFORMAL COMMENTS: The State shall not be bound by informal explanations, instructions or information given at
any time by anyone on behalf of the State during the competitive process or after award. The State is bound only by
information provided in this RFP and in formal Addenda issued through IPS.
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
19. COST FOR PROPOSAL PREPARATION: Any costs incurred by Vendor in preparing or submitting offers are the
Vendor's sole responsibility; the State of North Carolina will not reimburse any Vendor for any costs incurred prior to
award.
20. VENDOR'S REPRESENTATIVE: Each Vendor shall submit with its proposal the name, address, and telephone number
of the person(s) with authority to bind the firm and answer questions or provide clarification concerning the firm's proposal.
21. SUBCONTRACTING: Unless expressly prohibited, a Vendor may propose to subcontract portions of the work to identified
subcontractor(s), provided that its proposal clearly describe what work it plans to subcontract and that Vendor includes in
its proposal all information regarding employees, business experience, and other information for each proposed
subcontractor that is required to be provided for Vendor itself.
22. INSPECTION AT VENDOR'S SITE: The State reserves the right to inspect, at a reasonable time, the equipment/item,
plant or other facilities of a prospective Vendor prior to Contract award, and during the Contract term as necessary for the
State determination that such equipment/item, plant or other facilities conform with the specifications/requirements and
are adequate and suitable for the proper and effective performance of the Contract.
This Space is Intentionally Left Blank
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RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT B: NORTH CAROLINA GENERAL CONTRACT TERMS AND CONDITIONS
PERFORMANCE AND DEFAULT: If, through any cause, Vendor shall fail to fulfill in timely and proper manner the
obligations under this contract, the State shall have the right to terminate this contract by giving written notice to the Vendor
and specifying the effective date thereof. In that event and subject to all other provisions of this contract, all finished or
unfinished deliverable items under this contract prepared by the Vendor shall, at the option of the State, become its
property, and the Vendor shall be entitled to receive compensation for units actually produced, if any, in an amount
determined by reducing the total amount due had the full number of Units been produced pro rata, such that the ratio
of the final compensation actually paid to the original total amount due in accordance with Attachment C (as amended,
if applicable) is equal to the ratio of the Units actually generated to the total Units identified in Attachment C.
Notwithstanding any other provision in this agreement, Vendor shall not be relieved of liability to the State for damages
sustained by the State by virtue of any breach of this contract, and the State may withhold any payment due the Vendor
for the purpose of setoff until such time as the exact amount of damages due the State from such breach can be
determined. The State reserves the right to require at any time a performance bond or other acceptable alternative
guarantees from a successful Vendor without expense to the State.
In case of default by the Vendor, the State may procure the services necessary to complete performance hereunder from
other sources and hold the Vendor responsible for any excess cost occasioned thereby. In addition, in the event of default
by the Vendor under this contract, or upon the Vendor filing a petition for bankruptcy or the entering of a judgment of
bankruptcy by or against the Vendor, the State may immediately cease doing business with the Vendor, immediately
terminate this contract for cause, and may act to debar the Vendor from doing future business with the State
2. GOVERNMENTAL RESTRICTIONS: In the event any Governmental restrictions are imposed which necessitate alteration
of the material, quality, workmanship or performance of the goods or services offered prior to their delivery, it shall be the
responsibility of the Vendor to notify, in writing, the Contract Lead at once, indicating the specific regulation which required
such alterations. The State reserves the right to accept any such alterations, including any price adjustments occasioned
thereby, or to cancel the Contract.
3. AVAILABILITY OF FUNDS: Any and all payments to the Vendor shall be dependent upon and subject to the availability
of funds to the agency for the purpose set forth in this contract.
4. TAXES: Any applicable taxes shall be invoiced as a separate item.
a. G.S. 143-59.1 bars the Secretary of Administration from entering into Contracts with Vendors if the Vendor or its
affiliates meet one of the conditions of G.S. 105-164.8(b) and refuses to collect use tax on sales of tangible
personal property to purchasers in North Carolina. Conditions under G.S. 105-164.8(b) include: (1) Maintenance
of a retail establishment or office, (2) Presence of representatives in the State that solicit sales or transact business
on behalf of the Vendor and (3) Systematic exploitation of the market by media -assisted, media -facilitated, or
media -solicited means. By execution of the proposal document the Vendor certifies that it and all of its affiliates,
(if it has affiliates), collect(s) the appropriate taxes.
b. All agencies participating in this Contract are exempt from Federal Taxes, such as excise and transportation.
Exemption forms submitted by the Vendor will be executed and returned by the using agency.
c. Prices offered are not to include any personal property taxes, nor any sales or use tax (or fees) unless required
by the North Carolina Department of Revenue.
SITUS: The place of this Contract, its situs and forum, shall be North Carolina, where all matters, whether sounding in
Contract or tort, relating to its validity, construction, interpretation and enforcement shall be determined.
6. GOVERNING LAWS: This Contract is made under and shall be governed, construed and enforced in accordance with
the laws of the State of North Carolina, without regard to is conflict of laws rules.
7. PAYMENT TERMS: Payment terms are Net not later than 30 days after receipt of correct invoice or acceptance of goods,
Ver: 9/30/16 Page 28 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
whichever is later. The using agency is responsible for all payments to the Vendor under the Contract. Payment by some
agencies may be made by procurement card, if the Vendor accepts that card (Visa, MasterCard, etc.) from other
customers, and it shall be accepted by the Vendor for payment under the same terms and conditions as any other method
of payment accepted by the Vendor. If payment is made by procurement card, then payment may be processed
immediately by the Vendor.
8. AFFIRMATIVE ACTION: The Vendor will take affirmative action in complying with all Federal and State requirements
concerning fair employment and employment of people with disabilities, and concerning the treatment of all employees
without regard to discrimination by reason of race, color, religion, sex, national origin or disability.
9. INTELLECTUAL PROPERTY INDEMNITY: Vendor shall hold and save the State, its officers, agents and employees,
harmless from liability of any kind, including costs and expenses, resulting from infringement of the rights of any third party
in any copyrighted material, patented or unpatented invention, articles, device or appliance delivered in connection with
this contract.
10. ADVERTISING: Vendor agrees not to use the existence of this Contract or the name of the State of North Carolina as
part of any commercial advertising or marketing of products or services. A Vendor may inquire whether the State is willing
to act as a reference by providing factual information directly to other prospective customers.
11. ACCESS TO PERSONS AND RECORDS: During and after the term hereof, the State Auditor and any using agency's
internal auditors shall have access to persons and records related to this Contract to verify accounts and data affecting
fees or performance under the Contract, as provided in G.S. 143-49(9).
12. ASSIGNMENT: No assignment of the Vendor's obligations nor the Vendor's right to receive payment hereunder shall be
permitted.
However, upon written request approved by the issuing purchasing authority and solely as a convenience to the Vendor,
the State may:
a. Forward the Vendor's payment check directly to any person or entity designated by the Vendor, and
Include any person or entity designated by Vendor as a joint payee on the Vendor's payment check.
In no event shall such approval and action obligate the State to anyone other than the Vendor and the Vendor shall remain
responsible for fulfillment of all Contract obligations. Upon advance written request, the State may, in its unfettered
discretion, approve an assignment to the surviving entity of a merger, acquisition or corporate reorganization, if made as
part of the transfer of all or substantially all of the Vendor's assets. Any purported assignment made in violation of this
provision shall be void and a material breach of this Contract.
13. INSURANCE:
COVERAGE - During the term of the Contract, the Vendor at its sole cost and expense shall provide commercial insurance
of such type and with such terms and limits as may be reasonably associated with the Contract. As a minimum, the Vendor
shall provide and maintain the following coverage and limits:
a. Worker's Compensation - The Vendor shall provide and maintain Worker's Compensation Insurance, as required
by the laws of North Carolina, as well as employer's liability coverage with minimum limits of $500,000.00, covering all of
Vendor's employees who are engaged in any work under the Contract. If any work is sub -contracted, the Vendor shall
require the sub -Contractor to provide the same coverage for any of his employees engaged in any work under the Contract.
b. Commercial General LiabilitV - General Liability Coverage on a Comprehensive Broad Form on an occurrence
basis in the minimum amount of $1,000,000.00 Combined Single Limit. (Defense cost shall be in excess of the limit of
liability.)
C. Automobile - Automobile Liability Insurance, to include liability coverage, covering all owned, hired and non -owned
Ver: 9/30/16 Page 29 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
vehicles, used in connection with the Contract. The minimum combined single limit shall be $250,000.00 bodily injury and
property damage; $250,000.00 uninsured/under insured motorist; and $2,500.00 medical payment.
REQUIREMENTS - Providing and maintaining adequate insurance coverage is a material obligation of the Vendor and is
of the essence of this Contract. All such insurance shall meet all laws of the State of North Carolina. Such insurance
coverage shall be obtained from companies that are authorized to provide such coverage and that are authorized by the
Commissioner of Insurance to do business in North Carolina. The Vendor shall at all times comply with the terms of such
insurance policies, and all requirements of the insurer under any such insurance policies, except as they may conflict with
existing North Carolina laws or this Contract. The limits of coverage under each insurance policy maintained by the Vendor
shall not be interpreted as limiting the Vendor's liability and obligations under the Contract.
14. GENERAL INDEMNITY: The Vendor shall hold and save the State, its officers, agents, and employees, harmless from
liability of any kind, including all claims and losses accruing or resulting to any other person, firm, or corporation furnishing
or supplying work, services, materials, or supplies in connection with the performance of this Contract, and from any and
all claims and losses accruing or resulting to any person, firm, or corporation that may be injured or damaged by the
Vendor in the performance of this Contract and that are attributable to the negligence or intentionally tortious acts of the
Vendor provided that the Vendor is notified in writing within 30 days that the State has knowledge of such claims. The
Vendor represents and warrants that it shall make no claim of any kind or nature against the State's agents who are
involved in the delivery or processing of Vendor goods or services to the State. The representation and warranty in the
preceding sentence shall survive the termination or expiration of this Contract.
15. INDEPENDENT CONTRACTOR: Vendor shall be considered to be an independent contractor and as such shall be
wholly responsible for the work to be performed and for the supervision of its employees. Vendor represents that it has,
or will secure at its own expense, all personnel required in performing the services under this contract. Such employees
shall not be employees of, or have any individual contractual relationship with the State.
16. KEY PERSONNEL: Vendor shall not substitute key personnel assigned to the performance of this contract without prior
written approval by the State's assigned Contract Lead. The individuals designated as key personnel for purposes of this
contract are those specified in the RFP and persons identified in Vendor's proposal.
17. SUBCONTRACTING: Work proposed to be performed under this contract by the Vendor or its employees shall not be
subcontracted without prior written approval of the State's assigned Contract Administrator. Unless otherwise indicated,
acceptance of a Vendor's proposal shall include approval to use the subcontractor(s) that have been specified therein in
accordance with paragraph 20 of Attachment A: Instructions to Vendor.
18. TERMINATION FOR CONVENIENCE: The State may terminate this contract at any time by providing _ days' notice
in writing from the State to the Vendor. In that event, all finished or unfinished deliverable items prepared by the Vendor
under this contract shall, at the option of the State, become its property. If the contract is terminated by the State as
provided in this section, the State shall pay for services satisfactorily completed by the Vendor, less any payment or
compensation previously made.
19. CONFIDENTIALITY: Any State information, data, instruments, documents, studies or reports given to or prepared or
assembled by or provided to the Vendor under this contract shall be kept as confidential, used only for the purpose(s)
required to perform this contract and not divulged or made available to any individual or organization without the prior
written approval of the State.
20. CARE OF PROPERTY: The Vendor agrees that it shall be responsible for the proper custody and care of any property
furnished it by the State for use in connection with the performance of this contract or purchased by or for the State for
this contract, and Vendor will reimburse the State for loss or damage of such property while in Vendor's custody.
21. PROPERTY RIGHTS: All deliverable items and materials produced for or as a result of this contract shall become the
property of the State, and Vendor hereby assigns all ownership rights in such deliverables, including all intellectual property
rights, to the State; provided, however, that as to any preexisting works imbedded in such deliverables, Vendor hereby
grants the State a fully -paid, perpetual license to copy, distribute and adapt the preexisting works.
Ver: 9/30/16 Page 30 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
22. OUTSOURCING: Any Vendor or subcontractor providing call or contact center services to the State of North Carolina
shall disclose to inbound callers the location from which the call or contact center services are being provided.
If, after award of a contract, the contractor wishes to relocate or outsource any portion of the work to a location outside
the United States, or to contract with a subcontractor for the performance of any work, which subcontractor and nature of
the work has not previously been disclosed to the State in writing, prior written approval must be obtained from the State
agency responsible for the contract.
Vendor shall give notice to the using agency of any relocation of the Vendor, employees of the Vendor, subcontractors of
the Vendor, or other persons performing services under a State contract to a location outside of the United States.
23. COMPLIANCE WITH LAWS: Vendor shall comply with all laws, ordinances, codes, rules, regulations, and licensing
requirements that are applicable to the conduct of its business and its performance in accordance with this contract,
including those of federal, state, and local agencies having jurisdiction and/or authority.
24. ENTIRE AGREEMENT: This RFP and any documents incorporated specifically by reference represent the entire
agreement between the parties and supersede all prior oral or written statements or agreements. This RFP, any addenda
thereto, and the Vendor's proposal are incorporated herein by reference as though set forth verbatim.
All promises, requirements, terms, conditions, provisions, representations, guarantees, and warranties contained herein
shall survive the contract expiration or termination date unless specifically provided otherwise herein, or unless
superseded by applicable Federal or State statutes of limitation.
25. AMENDMENTS: This contract may be amended only by a written amendment duly executed by the State and the Vendor.
The NC Division of Purchase and Contract shall give prior approval to any amendment to a contract awarded through that
office.
26. WAIVER: The failure to enforce or the waiver by the State of any right or an event of breach or default on one occasion
or instance shall not constitute the waiver of such right, breach or default on any subsequent occasion or instance.
27. FORCE MAJEURE: Neither party shall be deemed to be in default of its obligations hereunder if and so long as it is
prevented from performing such obligations as a result of events beyond its reasonable control, including without limitation,
fire, power failures, any act of war, hostile foreign action, nuclear explosion, riot, strikes or failures or refusals to perform
under subcontracts, civil insurrection, earthquake, hurricane, tornado, or other catastrophic natural event or act of God.
28. SOVEREIGN IMMUNITY: Notwithstanding any other term or provision in this contract, nothing herein is intended nor
shall be interpreted as waiving any claim or defense based on the principle of sovereign immunity that otherwise would
be available to the State under applicable law.
(THE REMAINDER OF THIS PAGE WAS INTENTIONALLY LEFT BLANK)
Ver: 9/30/16 Page 31 of 44

RFP Number: 16-007279
Vendor: Wildlands Engineering, Inc.
4TTACHMENT D: LOCATION OF WORKERS UTILIZED BY VENDOR
In accordance with NC General Statute 943-59.4, the Vendor shall detail the locations) at which performancewill occur, as wef
as the manner in which it intends to utilize resources or workers outside of the United States in the performance of this Contract.
The State will evaluate the additional risks, costs, and other factors associated with such utilization prior to making an award.
Please complete items a, b, and c below.
a) Will any work under this Contract be performed outside the United States? ❑YES ®NO
If the Vendor answered "YES" above, Vendormust complete items 1 and 2 below:
1. List the locations) outside the United States where work under this Contract will be performed by the Vendor, any
sub -Contractors, employees, or other persons perf
orming work under the Contract:
1F1
2. Describe the corporate structure and location of corporate employees and activities of the Vendor, its affiliates or any
other sub -Contractors that will perform
work outside the U.S.:
b) The Vendor agrees
performing serv
to provide notice, in writing to the
State, of the
relocation of the
Vendor, employees
of the Vendor, sub -Contractors of
the Vendor,
or other persons
®YES
❑
NO
ices under the Contract outside of the United States
NOTE: All Vendor orsub-Contractor personnel providing call or contact center services to
the Stafe of North Carolina under the Contract shall disclose to inbound callers the
ocation from which the call or contact center services are being provided.
c) Identify all U.S. locations at which perf
ormance will occur:
n: Charlotte, NC, Raleigh, NC, and Charleston, SC; Survey: Swannanoa, NC
D N%ME: John Hutton DATE: 09/21/2017
This Space is Intentionally Left Blank
Ver: 9/30/16 Page 33 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT E: CERTIFICATION OF FINANCIAL CONDITION
Name of Vendor: Wildlands Engineering, Inc.
The undersigned hereby certifies that: [check all applicable boxes]
❑
The Vendor is in sound financial condition
and, if
applicable,
has received an unqualified audit opinion for the latest
to any
audit of its financial statements.
Date of latest audit:
® The Vendor has no outstanding liabilities, including tax and judgment liens, to the Internal Revehue Service or any
other government entity.
The Vendor is current in all amounts due for payments of federal and state taxes and required employment-related
contributions and withholdings.
® The Vendor is not the subject of any current litigation or findings of noncompliance under federal or state law.
® The Vendor has not been the subject of any past or current litigation, findings in any past litigation, or findings of
noncompliance under federal or state law that may impact in any way its ability to fulfill the requirements of this
Contract.
® He or she is authorized to make the foregoing statements on behalf of the Vendor.
Note:
This is a continuing certification and
Vendor shall notify the Contract
Lead within 15 days of any material
change
to any
of the representations made herein.
If any one or more of the foregoing boxes is NOT checked, Vendor shall explain the reason in the space below:
Box 1 is not checked, because, although Wildlands is in sound financial condition, our CPA has recommended
that a full audit is not necessary for a firm of our size. Our CPA performs an annual CPA review of our financials
for our bonding company, produces quarterly statements for our bonding company, and is actively involved in
reconciliations and our other regular accounting duties on a monthly basis.
09/21/2017
Signature Date
John Hutton Vice President
Printed Name Title
[This Certification must be signed by an individual authorized to speak for the Vendor]
Ver: 9/30/16 Page 34 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT F: ADDITIONAL VENDOR INFORMATION
VENDOR'S INFORMATION
Vendors Primary Contact (or Project Manager)
Name:
Angela Allen, PE
Agency:
Wildlands Engineering, Inc.
Title:
Water Resources Engineer
Address:
312 West Millbrook Road, Suite 225
City:
Raleigh
State/ Zip:
NC/ 27609
Telephone:
919 851-9986
Fax:
[phone]
Email:
[e-mail]
Vendors Execution Address (Where the contract should be mailed forsignature)
Name:
Shawn D. Wilkerson
Agency:
Wildlands Engineering, Inc.
Title:
President
Address:
1430 S. Mint Street, Suite 104
City:
Charlotte
State/ Zip:
NC/ 28203
Telephone:
[phone]
Fax:
[phone]
Email:
[e-mail]
Vendors Payment (Remit -To) Address (Where the checks should be mailed)
(This address should agree with the "Remit -To" address associated with the Vendor's Tax ID. This information must
be verified with the Vendor's Corporate Accounting Office)
Name:
Shawn D. Wilkerson
Agency:
Wildlands Engineering, Inc.
Title:
President
Address:
1430 S. Mint Street, Suite 104
City:
Charlotte
State/ Zip:
NC/ 28203
Telephone:
[phone]
Fax:
[phone]
Email:
[e-mail]
Ver: 9/30/16 Page 35 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT G: CERTIFICATION OF ELIGIBILITY -IRAN DIVESTMENT ACT
CERTIFICATION OF ELIGIBILITY
Under the Iran Divestment Act
As provided in G.S. 147-86.59, any person identified as engaging in investment activities in Iran, determined by appearing on
the Final Divestment List created by the State Treasurer pursuant to G.S. 147-86.58, is ineligible to contract with the State of
North Carolina or any political subdivision of the State. The Iran Divestment Act of 2015, G.S. 147-86.55 et seq.* requires that
each Vendor, prior to contracting with the State certify, and the undersigned on behalf of the Vendor does hereby certify, to the
following:
1. that the Vendor is not identified on the Final Divestment List of entities that the State Treasurer has determined engages
in investment activities in Iran;
2. that the Vendor shall not utilize on any contract with the State agency any subcontractor that is identified on the Final
Divestment List; and
3. that the undersignedis authorized by the Vendor to make this Certification.
ANO A
Johi of
Printed Name
09/21 /2017
Date
Vice President
Title
The State Treasurer's Final Divestment List can be found on the State Treasurer's website at the address
https //www nctreasurer com/inside-the-departmenUOoenGovernmenUPages/Iran-Divestment-Act-
Resources.aspx, which will be updated every 180 days. For questions about the Department of State
Treasure's Iran Divestment Policy, please contact Meryl Murtagh at Meryl.Murtagh@nctreasurercom or
[phone].
* Note: Enacted by Session Law 2015-118 as G.S. 143C-55 et seq., but renumbered for codification at the direction of
the Revisor of Statutes
Ver: 9/30/16 Page 36 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT H: TARGETED LOCAL WATERSHED MAPS
Neuse 03020201 Full Delivery RFP
Targeted Watersheds for Cataloging Unit 03020201
HUC #
LWP
RWP
HUC#
LWP
RWP
03020201010030
No
No
03020201100040
No
Yes
03020201010050
No
No
03020201100050
No
Yes
03020201020010
No
No
03020201110010
Yes
Yes
03020201020020
No
No
03020201110020
Yes
Yes
03020201020040
No
No
03020201110030*
No
Yes
03020201030030
No
No
03020201110040
No
Yes
03020201030020
No
No
03020201110050
No
Yes
03020201030040
No
No
03020201110060*
No
Yes
03020201030050
No
No
03020201110070
No
Yes
03020201040020
No
No
03020201120010
No
Yes
03020201050010
Yes
No
03020201120020
No
Yes
03020201050020
Yes
No
03020201120030
No
Yes
03020201050030
Yes
No
03020201130030
No
No
03020201060010
Yes
No
03020201140010
No
No
03020201060020
No
No
03020201150010
No
No
03020201065030
No
No
03020201150020
No
No
03020201065040
No
No
03020201150040
No
No
03020201070060
No
No
03020201150050
No
No
03020201070070
No
No
03020201160010
No
No
03020201070080
No
No
03020201180010
No
No
03020201070110
No
No
03020201180020
Yes
Yes
03020201090010
No
No
03020201180030*
No
Yes
03020201100010
Yes
Yes
03020201180040*
No
Yes
03020201100020
Yes
Yes
03020201180050
Yes
Yes
03020201100030
Yes
Yes
03020201200030
No
No
*Targeted Resource Areas (Habitat)
Ver: 9/30/16 Page 37 of 44

RFP Number: 16-007279 Vendor: Wildlands Engineering, Inc.
ATTACHMENT H: TARGETED LOCAL WATERSHED MAPS
Targeted Watersheds for Neuse 03020201
PA'S r- .f N.VC]tLN
VAN'l7:
I�
Lake Rogers
+.It.1 I I. 3� �f lriltiva,,5:ry �
LWP
020010
1005-
020020
040020,
f
-
i
02004
030030
060020
k[.IN
rr+
03002Q .- 300
030040
FR
o
Wake/Johnston
Ellerbe
w
o , ' `
Collaborative LWP
�t
Creek LWP
065030
070070
180010
h
Little Lick -
Creek LWP
I
; :,,, .
08ot��-
`
7011
_ r
Lick Creek
00mo.
1
F
LWP
Upper Swift
120010
100
180040
- `-
Creek LWP
0
120020
10060
�o
120030
i r
130030
140010
�
Legend
150010
150020
200030 .
Regional Watershed Plan
CatalogingUnit150050
14 -Digit Hydrologic Unit
150040
Target Local Watersheds
f
Targeted Resource Area (Habitat)
Local Watershed Plans 1 _
Municipal Boundary 0 5 10 20
Miles
Ver: 9/30/16 Page 38 of 44

RFP Number: 16-007279 Vendor:
ATTACHMENT I: TECHNICAL EVALUATION SCORESHEET
Important Notes/Guidance
1. Projects MUST be located within DMS Targeted Local Watersheds within Neuse 03020201. Projects located within Local Watershed
Planning (LWP) or Regional Watershed Plan (RWP) HUCs may receive additional points,as noted in Section 1.0 of this Technical Proposal Rating
Form (or "scoresheet").
2. Questions in sections 1 through 4 are required and MUST be addressed in the proposal. BONUS questions in Section 5 (after the
required section) may receive additional points, but will NOT disqualify a Provider's proposal if unanswered or not applicable. Bonus questions
can add up to 7 points to the total score.
Technical Proposal Evaluation Criteria
Neuse 03020201 Rating Form
Offeror:
Wildlands Engineering, Inc.
Site Name:
River Basin / Catalog Unit:
Neuse River Basin / 03020201
RFP Number:
16-007279
Date of Site Evaluation:
TBD
Type/Amt of Mitigation
Offered:
Proposal Review
Committee:
TBD
Alternate Attendees:
TBD
Overall Merit (Proposal Screening)
Yes/No
or N/A
1 -For stream mitigation projects, does the Technical Proposal adequately document the historical presence of stream(s) on the
project site, and provide the drainage areas (acres) and provide accurate, process -based descriptions of all project stream
reaches and tributaries?
2 -For proposals that include wetland mitigation, does the technical proposal adequately document the presence of hydric soil
indicators (including soil boring logs prepared by a Licensed Soil Scientist and a map showing soil boring locations and mapped soil
series)?
3 -For proposals that include wetland mitigation, does the proposed success hydroperiod exceed the 5% minimum and is it
appropriate for the project site and soil series? If the proposed hydroperiod differs from the 2016 IRT guidance, justification
must be provided in the RFP.
4 -Does the proposal adequately document the physical, chemical and/or biological impairments that currently exist on the
project site?
5 -Does DMS agree with the overall mitigation approach (proposed levels of intervention) presented? [The Technical Proposal
must demonstrate that the proposed mitigation activities are appropriate for existing site conditions and watershed
characteristics (e.g., adjacent land use/land cover), and are optimized to yield maximum functional gains.]
6 -Does DMS agree with the proposed credit structure(s) described in the proposal?
7 -Does the proposed project avoid significant adverse impacts to existing wetlands and/or streams?
8 -Does the proposal adequately describe how the project will advance DMS watershed planning goals?
9 -For any proposed Priority II restoration, are all the following elements included in the proposal OR is Priority
2 stream restoration limited to "tie-ins" (designed tributary confluences)?
- Floodplain bench grading will extend a minimum 1.5 bankfull widths beyond the stream belt -width (no
meanderingfloodplains — see Diagram below).
-The floodplain will be over -excavated to accommodate replacement of topsoil.
-The design and construction oversight will ensure the management of topsoil to include the harvest and segregated
stockpiling of A and B soil horizons for placement on excavated floodplain features.
-The slopes between the outer edge of floodplain grading and the terrace will be a minimum of 5:1.
Note: An answer of No in this section means the Technical Proposal is rejected.
Continue or Reject?
Ver: 9/30/16 Page 39 of 44

RFP Number: 16-007279 Vendor:
Section 1.0 - Watershed Module [40 Points Possible] REQUIRED
Projects Located outside of LWP or RWP
1 For proposed projects located outside of a Local Watershed Plan (LWP) or Regional Watershed Plan (RWP) area -- but within
another targeted HUC (TLW, TRA) -- to what extent does the project support the CU -wide watershed improvement goals?
The following are CU -wide and TLW goals: 1 -reduce & control sediment inputs; 2 - reduce & manage nutrient inputs; 3 -
augment designated Significant Natural Heritage Areas ; 4 - Contribute to protection of or improvements to a Water Supply
Waterbody. [Provider must describe specific elements/features of the current site conditions and proposed project design that
will contribute substantially to meeting these goals.]
ct addresses fewer than 2 Roals 1 point
Project addresses 3 of 4 goals 5 points
Project addresses 4 of 4 goals 10 points
2 For projects located within a LWP, does the proposed project address watershed planning priorities identified in Findings and
Recommendations Summary? These prioritieis include: 1 --reduces sediment loading; 2 --reduces nutrient loading; 3 --provides
& improves instream habitat; 4 --provides & improves terrestrial habitat; 5-- improves stream and bank stability; 6 --improves
hydrologic function; 7 --improves rare species habitat. To receive points, Provider must describe in detail how the proposed
Project addresses fewer than 2 priorities 1 point
Project addresses 2 to 3 of 7 of priorities. 5 points
ct addresses 4 to 5 of 7 priorities. 15 points
Project addresses 6 to 7 of 7 priorities 20 points
n the
For projects located within the RWP, does the proposed project address watershed planning priorities identified in the
Preliminary Findings Report? These priorities include: 1 --reduces sediment loading; 2 --reduces nutrient loading; 3 --improves
stream and bank stability; 4 --improves hydrologic function; 5 --improves riparian buffer condition. To receive points, Provider
must describe in detail how the proposed project will contribute significantly to addressing identified stressors.
ct addresses fewer than 2 priorities 1 point
Project addresses 2 of 5 of priorities. 5 points
lProject addresses 3 to 4 of 5 priorities. 15 points
Project addresses 5 of 5 priorities. 20 points
Ver: 9/30/16 Page 40 of 44
Diagram for Priority 11 Question Above.
Priority 11 flecdplain bench
150
_dm- b -d— m�n�m oms
100
1
`Y
50
0.0.10
r.�224.6. _-`
1449,3.1
.0
0
/
�i
-
}
1m
$
20 foot channelwidth
-150
30 foot benchwidlh(1.S times <hannelwid[hl beyondthe betlwidth.
-2m
0
100 200 300
400
5m
Section 1.0 - Watershed Module [40 Points Possible] REQUIRED
Projects Located outside of LWP or RWP
1 For proposed projects located outside of a Local Watershed Plan (LWP) or Regional Watershed Plan (RWP) area -- but within
another targeted HUC (TLW, TRA) -- to what extent does the project support the CU -wide watershed improvement goals?
The following are CU -wide and TLW goals: 1 -reduce & control sediment inputs; 2 - reduce & manage nutrient inputs; 3 -
augment designated Significant Natural Heritage Areas ; 4 - Contribute to protection of or improvements to a Water Supply
Waterbody. [Provider must describe specific elements/features of the current site conditions and proposed project design that
will contribute substantially to meeting these goals.]
ct addresses fewer than 2 Roals 1 point
Project addresses 3 of 4 goals 5 points
Project addresses 4 of 4 goals 10 points
2 For projects located within a LWP, does the proposed project address watershed planning priorities identified in Findings and
Recommendations Summary? These prioritieis include: 1 --reduces sediment loading; 2 --reduces nutrient loading; 3 --provides
& improves instream habitat; 4 --provides & improves terrestrial habitat; 5-- improves stream and bank stability; 6 --improves
hydrologic function; 7 --improves rare species habitat. To receive points, Provider must describe in detail how the proposed
Project addresses fewer than 2 priorities 1 point
Project addresses 2 to 3 of 7 of priorities. 5 points
ct addresses 4 to 5 of 7 priorities. 15 points
Project addresses 6 to 7 of 7 priorities 20 points
n the
For projects located within the RWP, does the proposed project address watershed planning priorities identified in the
Preliminary Findings Report? These priorities include: 1 --reduces sediment loading; 2 --reduces nutrient loading; 3 --improves
stream and bank stability; 4 --improves hydrologic function; 5 --improves riparian buffer condition. To receive points, Provider
must describe in detail how the proposed project will contribute significantly to addressing identified stressors.
ct addresses fewer than 2 priorities 1 point
Project addresses 2 of 5 of priorities. 5 points
lProject addresses 3 to 4 of 5 priorities. 15 points
Project addresses 5 of 5 priorities. 20 points
Ver: 9/30/16 Page 40 of 44

RFP Number: 16-007279 Vendor:
Section 2.0 - Uplift Potential Module [120 Points Possible] REQUIRED
Stream (SMUs) Focus
1
What is the proportion of significant, obvious incision (BHR > "'1.5)?
Less than 50% of the proposed footage exhibits significant, obvious incision. 1 point
50-75% of the proposed footage exhibits significant, obvious incision. 5 points
>75% of the proposed footage exhibits significant, obvious incision. 15 points
2
What is the proportion of the existing condition proposed for treatment indicative of active bank erosion? Active bank
erosion includes surficial scour (distinguished from bare banks), hyraulic and mechanical bank failures.
Less than 20% active erosion. 1 point
20-50% active erosion. 5 points
>50% active erosion. 15 points
3
What is the dominant buffer vegetation condition?
Small woody Vegetation >30 feet in width (shrub, early successional trees). 1 point
Small woody vegetation <30 feet in width or an herbaceous dominated condition; or
mature trees are scattered and sparse within the proposed boundary (the proposed
reach treatments could take place with minimal impacts to mature trees).
5 points
No buffer vegetation, maintained cover, or grazed pasture; or impervious cover
proposed for removal. 15 points
4
What is the percent of proposed easement length actively subject to water quality stressors that will be addressed by the
project? [stressors within or immediately adjacent to easement may include pasture with direct livestock access, livestock
exclusion but with poorly managed crossings, hydrologic bypass of buffers (e.g. the drains, discharge outfalls, hydrologic
connections to livestock wallows or CAFO ponds), stormwater outfalls, adjacent row crops, maintained vegetation, or
impervious surfaces within 30 feet of proposed easement boundary]
Proportion of affected length less than 50%. 1 point
Proportion of affected length 50-75%. 5 points
Proportion of affected length >75%. 15 points
The following multiplier is included to prevent a bias against stream projects that include appropriate levels of
enhancement.
TOTAL STREAM SMU FOCUS POINTS
Ratio of Total LF to SMUs:
SECTION 2 (Streams) TOTAL = Stream SMU focus total x
Ratio of Total LF to SMUs(not to exceed 60 points)
Ver: 9/30/16 Page 41 of 44

RFP Number: 16-007279 Vendor:
Wetland (WMUs) Focus
1
What level of (negative) impact on water quality does the current land use within and immediately adjacent to the proposed
easement have on the project (i.e., impervious surfaces, nutrient inputs, sediment inputs, or other land disturbing
activities)?
Low (little to no evidence of nutrient, fecal coliform or sediment input via
overland/stormwater flow into the system). 1 point
Moderate (evidence of nutrient, fecal coliform or sediment input via
overland/stormwater flow into the system, i.e. ). 5 points
High to Very High [direct and excessive evidence of nutrient, fecal coliform and/or
sediment input. 15 points
2
For proposed wetland restoration/rehabilitation projects: existing condition of predominant wetland vegetation
community. [Predominant means covering >50% of the area proposed for restoration and/or enhancement.]
Wetland vegetation is present but is not reference quality. 1 point
Wetland vegetation is present but is managed to prevent
appropriate wetland community. 5 points
Wetland vegetation is absent. 15 points
3
Confidence in existing wetland hydrologic condition and uplift potential.
Hydrologic modifications to wetlands are described, but their
location and extent are not clearly depicted. 1 point
Hydrologic modifications to wetlands are described, and the effects
and extents are clearly defined. 10 points
Hydrologic modifications to wetlands are described, and the effects
and extent are clearly defined and are supported with field data
and/or modeled results. 15 points
4
Confidence in wetland hydroperiod for performance criteria.
Success hydroperiods are based on a thorough modeling effort of
the site such that a pre/post water budget is estimated and is
appropriate for the setting and landscape position. 5 points
Success hydroperiods are based on a thorough modeling effort of
the site such that a pre/post water budget is estimated and is
appropriate for the setting and landscape position, AND modeled
results are supported with local reference gauge data. 15 points
Ver: 9/30/16 Page 42 of 44

RFP Number: 16-007279 Vendor:
Section 3.0- Implementation and Risk Module [35 Points Possible] REQUIRED
1
Does the proposed stream project provide
Less than 25% of the RFP request (mitigation quantities?) 1 point
Between 25 - 50% of the RFP re uest? 2 points
Between 51- 90% of the RFP request? 5 points
Greater than 90% of the RFP request? 10 points
2
Does the proposed wetland project provide
Less than 15% of the RFP request (mitigation quantities?) 1 point
Between 15 - 25% of the RFP request? 2 points
Between 26 - 50% of the RFP request? 5 points
Greater than 50% of the RFP request? 10 points
3
Physical constraints or barriers (i.e. utilities, culverts, property lines, easements, managed areas, etc.) that affect project
design and effectiveness. [Percentages calculated based upon adding total linear footage of crossings, roadways, utilities,
>10 % of the total project footage is segmented by
5-10 % of the total project footage is segmented by
< 5% of the total project footage is segmented by
Project is not affected by crossings, roadways,
and/or utilities; or project with existing constraints
Section 4.0 - Provider Experience [15 Points Possible] REQUIRED
1
Similar mitigation projects completed by the Offeror (through at least 3 years of monitoring).
Completed less than 5 mitigation projects. 2 points
Completed more than 5 mitigation projects. 5 points
2
1 Experience of Project Team (people actually completing work)
Project team contains at least two individuals with
mitigation experience specific to project evaluation,
All of the above and at least two projects brought to
successful regulatory closure with the Interagency
Review Team (IRT). 10 points
REQUIRED SECTIONS TOTAL
Ver: 9/30/16 Page 43 of 44

RFP Number: 16-007279 Vendor:
Section 5.0 - Bonus Module (7 points possible)
1
�ls the proposed project located within a priority subwatershed within the LWP or RWP
area?. 1 point
2
Does the proposal implement all or part of a project identified within the LWP or RWP Project
Atlas? 1 point
3
For projects Located within or outside LWP (but still in a designated TLW): Does the project's
conceptual design include one or more structural BMPs (other than livestock exclusion fencing
and alternate watering) within or immediately upstream of the project easement such that
nutrient and/or sediment inputs or hydraulic stresses from outside the project easement are
more effectively addressed? [In rural subwatersheds, this would be agricultural BMPs; in
urban/suburban watersheds, this would be stormwater BMPs.] The BMP locations and types
should be clearly identified on a map figure in the proposal. 1 point.
4
Project each (es) are on or confluent to (directly discharge to) an impaired stream or
waterbody. Impaired waters include those that are 303d listed (Category 5) or Category 4
waters, per the most recent Integrated Report (provided online by NC DWR). 1 point
5
Proposed project is on or drains to WS -classified reach(es) within a Water Supply
watershed, as designated by NC DWR. 1 point
7
Ability to connect adjacent (having a common boundary with) natural habitats and extend
wildlife corridors. 1 point
8
Proposed project boundaries are directly contiguous to (have a common boundary with)
another protected property.
Proposed project easement shares at least one boundary with a conservation
easement that is not used for mitigation. 1 point
Proposed project easement shares at least one boundary with another mitigation
property (DMS project or approved Mitigation Bank site) with a permanent easement.
2 points
9
For stream or buffer mitigation projects on first order streams (headwater drainages), do
project easements extend upstream toward drainage divides on all tributaries/reaches such
that flow (whether perennial, intermittent or ephemeral) in >90% of all upstream channels is
captured within the project easement(s)? [To receive points, Provider must include
appropriate maps and calculations to demonstrate that this criterion is met.] 1 point.
TOTAL BONUS POINTS
Total Required Section Points (Maximum Possible = 210 Points) _
+ Bonus Points (Maximum Possible = 7 Points) _
Total Points =
Proposal Rating ( Score x 0.01) _
Comments:
Ver: 9/30/16 Page 44 of 44

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WILSONIS MILLS
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ENGINEERING
Figure 1 Vicinity Map
Sassarixa Swamp Mitigation Site
0 1 2 Miles Neuse River Basin 03020201
I I I I I
Johnston County, NC

Figure 2 Site Map
Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
kt:�WILDLANDS
ENGINEERING 0 300 600 Feet
I i I i t Johnston County, NC

Project Location
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ENGINEERING
Figure 3 Topographic Map
Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
0 500 1,000 Feet
I I I I I t Johnston County, NC

' Proposed Conservation Easement Watershed Bounaries
Project Streams
Non -project streams
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Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
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Project Location GeB - Gilead sandy loam, 2 to 8 percent slopes
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r.!�
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ENGINEERING
Figure 5 Soils Map
Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
0 300 600 Feet
I i I i I Johnston County, NC

Figure 6A Concept Map (Option 1)
Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
kt:�WILDLANDS
ENGINEERING 0 300 600 Feet
I i I i I Johnston County, NC

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Sassarixa Swamp Mitigation Site
Neuse River Basin 03020201
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ENGINEERING 0 300 600 Feet
I I I I I Johnston County, NC

RECORDING REt;UESYEO BY
AND WHEN RECORDED MAIL. TO:
Wildlands Engineering, Inc.
1430 South Mint Street, Suite 104
Ch2rfatte, NC 29203
Attentiow use Knight Caffery
fit" In JOHNSTON COUNTY, NC
CRAIG OLIVE. Rplsl9E e{ 7e.da
GEled anlal.y pa aa:22nn
ED eon[: x996 PAGE: exa-ya,
IN " 6Exea 15""x919.60
preuty lReei. cans R.9r x!•r e1 O..dr vaene..e
SPACE ABOVE THIS LINE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Memorandum of Option III* mMemorandum") is between Hunter E. Olive and Janle E. Olive
CYall rr"}, and Wicilands EnglnaerIM Inc., a North Carolina corporation I"Buyer'].
this memorandum will become effective when all parties have signed It. The date of this
Mamorand um will be the date this Memorandum is signed bV the last party to sign It.
Seller does herebV give and grant to Buyer the right an,,—
nd option to purchase mItIgation use nights
on a portion of from parcels of real property Located off Black Creek Road and Old Olive Read in Johnston
County, North Carolina, recorded in that Countys Register of Deady at gook 705, Page 574 (the
"Property"[. The Property Is identified as Parcel Identification of
166200-58-6572 and 166200-59-
2333 and Is shown on Attachment A.
This option m:pires on (kwbN 31. 2019.
The provisionsSet Forth inawritten Option to Purchase Mitigation Use Rights between the parties
with an effertive date of 7n1 2
017 are hereby incorporated In this memorandum.
Each pa rtV is signing this memorandum on the date stated below that partys signature.
ISIGNATURE PAGE FOLLOWSI
Au kk >•" County, North Carolina
Certify that Shawn D- Wilkerson personally appeared before me this day. acknowledging tome that he
is president of Wildlands Engineering, Inc., a North Carolina corporatlon and that he, as President, befng
authorized to do so, executed the foregoing on behalf of Wildlands Engineering, Inc
Date: A/-/3-/?
(medal Beall
+Cita Signature q Iyarary
/�i ❑.�]Er � W. 13..E
ROBERT W..63,
NOTARY PUOUC
Nutays printed or typed nerve
Me ktanbD rB County
commlaslon explrea:
North Carolina
BurER:
WILDUDI DS ENGINEERING, INC., a North Carolina
rarporat
Wirth D. Wilkerson, President
SELLER:
HUNTER E. CIUVE and JANNJIE W, OLIVE
Hunter E- Olive
Date: diyA7
e W. Olive
Date: V�IP-L"7
PQ lyra kw CauntY, North Carolina
I certify Thai the following person personally appeared before me this day, acknowledging m me that he
or she signed the foregoing document:
11v� In E. DI ec
Nome of pd -Opal
Date:
(Of lal Seal _
Signature a/Natory
Aohe,f W. F3 �
[:RCO)BEnT W. BUGG Notary's printed or typed name
: -: '.,Ry PUBLIC
+�, 'G County My commissionexplres:
_aiina

Couely, North Carolina
I cenify that the [ollmwng person pergonally appeared before me ihls day, acknowledging to me that he
OF she signed the foregoing document:
y,,-l!e w. 0/,;.I,
Npme ofpr+ncipar
Dare: 4/'//–/7
officr i ---tory
t�+vl�er•� w. r3
R686F 9UGG Ivnatrrsrs prfnredor rypedrwme
NOTARY r , 'CLIC My commisslon explreg!
Mlrcklenburg (,,—Unty
North Carolina
Th. map Is npI -,Iff d end
ha6 n01 peen raVleYMd
by a local government flgenCy
forcomplwnr Mth
any appl�able lana
derelopmeol regulations
1
1
OUVE. HUNTER eu
1672W -W- 000 1
1
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OLIVE. HUNTER Eu
W20048 6672
Alla[hmOft enlR
W 1 L ll L A NRD 5 D 35D 700 Feel pir<, Hunter t_ Property
[ne ner rno r Neva 030]0723
Johnson County, NC
AKT

Fll.d in JOHNSTON COUNTY, XC
CRAIG OLIYE, n. I.L- er perk
lid 0ar01'," 0e :.b:32 p1
.a Bon: e95� Per E: Std .
IaE lRi/E /i 2a1T522
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RECORDING REC'lU ESTER RT
AND WHEN RECORDED MAIL TO:
Wildlands Englneering, Nc.
1430 South Mlnl Street, Suite 104
Charlotte, NC 28203
Attention: Lee knight Caffery
SPACE ABOVE THIS UNE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Memorandum of Option (this 'Memorandum") Is between lune lone: Olive Revocable Trust
Csolltt'j, and Midlands Engineering, Inc., a North Carolina rmpmasion I'erryerl.
This memorandum will became effectivewhen all parties have signed It. The date of this
Memorandum will he the date this Memorandum is signed by the last party to sign it
-
Seller does hereby give and grant to Buyer the right and option to purchase mitigation use rights
on a portion of three parcels of real yrvpeny located an Black Creek Road and OUB Olive Road in Johnston
County, North Caruilna, recorded In that County's Register of Deeds at Book 3719, Page 717 (the
"Property"l. The properly is identified as Parcel Identification Number5166200.88.5484,166200.85.0452
and 166240-25-8171 and is shown on Attachment A,
This option expires an October 31, 2019.
The provisions set Forth inawriiten OptW4 [o Purchase M ltlptfon Use Rights between the parties
with an eHectivt date of �.7rd 13 m17 are hereby Incorporated In this memorandum.
Each party is signing this memorandum on the date stated below that party's signature.
Ih eek6a d -2q County, North Carolina
I rectify that Shawn o. Wilkerson personally appeared before me this day, acknowledglag to me that he
Is president of Wildlards Engineering• Inc-, a North iamV mrporazlan and Chat he, as President, being
aulhorited to do so. executed the foregoing on behalf of Wildtands Enineering, Inc.
Date: Y-!3"!
(Offic ial Seal)
�] Off ' rgnetvre of NofMy
EIRI'07BEFRI.T W. Bl1GC3RYPi}BLIC Norveysprrnrrd or typed rrorrre•burg County
Carolina My—mission expires: �p-?J'.ZJ
BUYER:
VALDIANOS ENGINEERING, INC, a North Carolina
corponption
8Y: v - u �
haven D- LVillseIson, President
Date: ' E3 " Z p l 1
SELLER:
JUNE JONES OLIVE REVl7CABLE TRUST
T Ilk, -Le%
I-
4 -4.14
ro•
6214 W County, North Carolina
I cerlify that the foRowing perwn pe rsonatly appeared before me This day, acknowledging to me that he
Or sheis the •t-u5+c e_ of the Ju no Jones Olive Revocable Trust and that he or she
Signed rhe foregoing document on behalf of the June Jones Olive Re rot hie Trust-
�✓-sc L!0 -7c. % 0/;z
�rrie of principal
Date: V -/I-/7
(OfRCldl Stall
' Ol rgnorure of Notary
Bert W. l�✓� -�
ROBERT W. BUGC3 Norary 5 prJnted or typed name
I.. •ung County I My commission expires: $'
t. gyral na

Rerachment n
W W I [.L7 L A N D S 0 DSD 700 Fee wee toes ol�r Rr xank Trot Properly
eKc �rr.rr.o I r r x.esrnaoxoxnt
bAnswr Counly, HC
AKT
Ti— map n no[ —Fdand
has not teen revrewea
by a �I gavernorenl aga-y
for [a puance wdh
any applicable land
.,zpmeni reguratons
�
g
1
as �
i J"'a June Jorrea dl4w i
r
� �_ �••r •. Reveca[Ye Tent *.
-11
r � 16i20eB&fi064
Jena annsa Oxra
i
�a
Rwaapa Holl
i a
167IOD M4171
f
_
-
ti4
..y
dune apnea Dn�e
RF CGON Trust
WMa- 5402
Rerachment n
W W I [.L7 L A N D S 0 DSD 700 Fee wee toes ol�r Rr xank Trot Properly
eKc �rr.rr.o I r r x.esrnaoxoxnt
bAnswr Counly, HC
AKT

FIJ.d in JOHNSTON COUNTY, RC
011i.e1i OL
tF, R..L..tt.ixo Meda
UekO kpDN- Mase , 52633.
:eawzi::Tie,ea
0"tr•n..;al.nc Rrp i.MMr of Dam O.M.W..
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL 70:
Wildlands Engineering, Inc.
1430 South Mini Street, Sulte 104
Charlotte, NC 28203
Attention: Lee Knight Caffery
SPACE ABOVE THIS LINE FOR RECORDER'$ U5E
MEMORANDUM OF OPTION
T1% Memorandum of Option (this "Mamerandum') is Between lune Jones Olive Revocable
Trust, Hunter E. Olkne and Janie W. Otive ("Sellerj, and Wildlands Engineering, Im., a North Carolina
corporation("Buyer').
This memorandum wILI become eHective when all parlles have signed it- The date of tills
Memorandum vd[I he the dale this Memorandum is signed by the Iasi parry to sign it.
Seller does hereby give and grant to Buyer the right and vptlon to purchase mitlgarlon use rlghLs
on a portion of five parcels Of real property located off Black Creek Road and Old Dive Road in Johnston
County, North Carolina, recorded in that Counyrs Register of Deed$ at Book 3719, Page 717 line
"Propene'). The Property is identified as Parcel Identification Numbers 166280-57-0481, 167200.17•
2303, 16620436-8168,156200-46-0153 and 166200-65-1344 and Is shown on Attachment A.
This optlon er,plres on October 31, 2019.
The provisions set forth in a written Option to Purchase Mitigation Use Rights between the parties
with an effeahra date of �hj 2017 are hereby inc011porated in this memorandum.
Each party is signing this memorandum on the date slated below that parlys 51anatum,
/ylreklyn aw•s County, North Carolina
I certtfP that Shawn 0, Wilkerson personalty appeared before me this day, acknowledging to me that he
is P-16.nl of Wildl.rlds Engineering, Inc., a North Carolina cmpnratlon and that he, as Presiders, being
authorized to do Se, ese uled the foregoing on behalf of Wildlands Engineering, Im-
Date: Y -y3 -f7
BUYER:
WILDLANDS ENGINEERING, INC., a North Carolina
mrporati n
BY: p r
n D. Wilkerson, President
Dose: �13��
SELLER:
JUNE JONES OLIVE REVOCABLE TRUST, HINTER E.
OLIVE and IANIE W.OGVE
lune es Qlive Revdrable Trust
rue: •— y
Dale:
.=4 azr.�F 0�1_
1-�4N'reR6. 06�✓6
— . W.
dLnrC LC:• ❑�Iy�
q-1/-17
Qahn, I" County, North Carolina
I certify that the following person personally appeared before me this day, acknowledging to me that he
or she IS the -t"44ee of the June Jones QINe Revocable Trust and that he or She
signed the foregoing document on behalf of the June Jones Olive Revocable Trust.
❑^r a,
Nome pj pr7nupPJ
Date:
{Offlcla3 Seali
(Official Se21)
ROBERT W. BUGG
,490 n dal Signature ojNotary
■3,?,b0,4 W, fes,
,A ri vtwe MNv[vry
!7ELki'4 w. v
NOTARY g County
Mecklenburg County
North Caroflne
Nmwysprintedortypednome
My commission expires: 5' 3•,71
ROBERT VV. rSU3G NotoWs prfnred or rYpedr
NpTA T PUEiLIC My commissionexplrer 91-.23"-71
MackJanbUJ'g County
North Carofina

9' ri�S 61 COunty, horth Ca mlina
I cenlfy that the following person personally appeared Wore me this day, acknowledging to me that he
or she signed the foregvi ng document:
Hv13er^ 1''. 01—
M-0
1reM-0 of priwNdof
Dae: 'y -d-/?•
(official seal) vriol Sgnafvm of Notary
/ 7d Ek'+ W. Q,+-^
ROBERT W. BUGG Nolmys pnnred or typed pv-e
LE:59EJ
My commission e><Pfces:
5
ONt Attachment A
W [ L D L A NRI] 5 0 asp 7M Feet 7m.e tones Ohre Revocable trust "Mr`y
rte` r 1 . , t V-03020201
Iohnson ffi w, NC
AKr
County, North Carolina
I certify that the following Person personalty appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
�%a-1�� w• Dh%
Mpme o pfif"91
Date:
(Official Seal)
o/frckfSlgnatvre Notory
R48EFiT W. B11Gp Nvrveys Panted yr typed nvme
NOTARY PUBI.lC
Ml klBnburg County Mycommissm—pires:
North Carorine
5
Thi, m-. -1it -'n kd yno
has no! Leen reviewed
r,� s
13 a krca go.ernmenl agency
�i !r
foroomplierwawilh
�1
any applluble land
IP
development tegulabwt
RM -1070 T-1
s6b200-5-0da1
l
$ 'a
ONt Attachment A
W [ L D L A NRI] 5 0 asp 7M Feet 7m.e tones Ohre Revocable trust "Mr`y
rte` r 1 . , t V-03020201
Iohnson ffi w, NC
AKr
County, North Carolina
I certify that the following Person personalty appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
�%a-1�� w• Dh%
Mpme o pfif"91
Date:
(Official Seal)
o/frckfSlgnatvre Notory
R48EFiT W. B11Gp Nvrveys Panted yr typed nvme
NOTARY PUBI.lC
Ml klBnburg County Mycommissm—pires:
North Carorine
5
r,� s
�i !r
,•v
{• i
�1
June Jeno$ pll.R
r
RM -1070 T-1
s6b200-5-0da1
l
$ 'a
- 11 ; � •
i
' I I i •!
i i
j •$
a
1 '
i
June Janes
y�
Olt—
aale
1 1 � � +•S� 166400�G5.1 13" S4{
,+
t
i �•e
Ju nc JDnes
June Janos 011..
Rwo�a6tc T-1
nn
ReR:11111, Truet
167200-f t-2303
166200_46-015]
June JDnea Olive
.e -AL14 TW$f
166300.06•a160
ONt Attachment A
W [ L D L A NRI] 5 0 asp 7M Feet 7m.e tones Ohre Revocable trust "Mr`y
rte` r 1 . , t V-03020201
Iohnson ffi w, NC
AKr
County, North Carolina
I certify that the following Person personalty appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
�%a-1�� w• Dh%
Mpme o pfif"91
Date:
(Official Seal)
o/frckfSlgnatvre Notory
R48EFiT W. B11Gp Nvrveys Panted yr typed nvme
NOTARY PUBI.lC
Ml klBnburg County Mycommissm—pires:
North Carorine
5

Fllad in rOHNSTDN COUNTY. tic
rte,r0e0 eO, f�aeiia�Lu 2 rn Dards
—0 aoLK. -M -GE: aea-a lr
Tuslku T • 2111 *d1d
Rrel ece�lr Excir �r M
Sa.
0ry.rlv�Br�ia ern! Ravral r� of orrds varr4r•
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Wlldlands Engineering, Inc -
1430 South Min[ Sl reel, Suite IN
Charlotte,NC 2
8203
Attention: Lee Knight Caffery
SPACE ABOVE THIS LINE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Mennarandum of OpLlon(this "Memorandum") is between Mary Nu1Ner Olive-Waller
FraNrll0 Wallet and Amanda I. Olive ("Seller], and Wildhmds Englneering, Inc., a North Carolina
corporation ('guyrfl•
This memorandum will become eftective When all parties have signed it, The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign it
Seller dues hereby giro and grant to Buyer the right and optlun to Purchase mitigation use rights
on a portion of two parcels of real property located off slack Creek Mad and Old Olive Road In lohmtun
County, North Carolina, recorded in that County's Register of Deeds at Rook 4359, Page 909 lthe
'Property"]. The Property Is Iden)ifned as Parcel [dernincatlun Numbers 167700{71-9639 and 166200-09-
5125 and is shown on Attachment A.
This option expiresnn ORDber 31, 2019 -
The prpylaigns set forth in a written Optian WPurchase MI[Igatlon use Rights between the parties
with an effective date of /ler:r 1i 2017 are herebyincorporated in this memorandum.
Each party is signing this memorandum on the date stated below that party`s signature.
117ecA1M.lwr1 County North Carolina
I certify that Shawn D, Wilkerwn Pe rwnally appeared before me Lha day, acknowledging to me that he
is President of Wildla rids Engineering, Inc-, a North Carolina corporation and that he, as President, being
authorized to do 0, executed the fomplog on behalf of wildlands Engineering, Inc,
Date: H-15 •!
(official Seatl
14K_1 go of No tory
ROBERT W. BUGG
NOTARY PUBLIC
No[oryiprrn(edprrypednvme
MRcklen6urg County
North Carolina
Mycommisslonexplres= E•'73 "21
BUYER:
WILDLAN DS ENGINEERING, INC., a North 0amlina
corporation
gY-
n D. Wilkerson, President
Date:_
SELLER:
MARY H NITER OLIVE-WALLER, TODD FRANKLIN
wAL1ER and AMANDA J. OLIVE
By:
Ma t lice-WallEr
Date
Todd:renklin Waller
Date: Al.11-17
By: �� U&;-(,
Amanda 1.Oliva
Dare- it / ! _
V'94 4" County, North Ca rolina
[ certify that the following Person Personaly appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
�� Av , fJaNe.^
Nome pl prineipof
Dare: cI-8-1?
IOARcial Seaq !iF7� -
r R�jlcYc! Signature of Notary
jl+Obcr+
ROBERT W. BUGG Norory's printed or typed n4rrre
NOTARY PUBLSC
Meaklenbu rg Courtly My mmm isslon expires: .?-3 ?I
North Carolina

9
.7hn4 rpn County, Norah Carolina
I Certify that the (ollpwing person persenal ly appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
Todd F rY,kh� iraller
fame ojpnndyai .. _ _..
Date: "/ N-/}
[Official seal]
027 Sfgne[ure Of Nafary
ROBERT W. BUGG �i°d''}
NOTARY PUBLIC 1YQro'>rs Printed or typednvme
Mecklenburg County My commission expires: $ -.21-7? f
Nonh Carolina
s
AttachmentA
W W I L g7 L AeNa1] o5 ❑ 350 700 Feet Ma y Hunte Olive property
ergo w e ,wI ! keuse 03020201
Ard-tnn Co-ly, IVC
arc
�.7hiars fns County, fdorth Ca.ofrna
I certify that the following person personalty appeared before me this day, acknowledging in me that he
or she signed the foregoing document-
Date--
Official
ocument:
pate:Official 5eall
•-s ra75ignn[vre of��]No[ory
w.
EROBERT W. BUGG Notoys printed ar typed name
NOTARY PUBLIC
Mecklenburg County My commisslon explres:
North Carolina
6
This map is nor oetliried ane
has nm 13— naviewed
by a Wcas gorenment agency
for compliance with
any applicable tend
d—lopment regulations
r�
Otlrc, Mary H�nler
16&26aJ9.5125
i
s�
pllro. u32
00.07.96
}87239
00471
AttachmentA
W W I L g7 L AeNa1] o5 ❑ 350 700 Feet Ma y Hunte Olive property
ergo w e ,wI ! keuse 03020201
Ard-tnn Co-ly, IVC
arc
�.7hiars fns County, fdorth Ca.ofrna
I certify that the following person personalty appeared before me this day, acknowledging in me that he
or she signed the foregoing document-
Date--
Official
ocument:
pate:Official 5eall
•-s ra75ignn[vre of��]No[ory
w.
EROBERT W. BUGG Notoys printed ar typed name
NOTARY PUBLIC
Mecklenburg County My commisslon explres:
North Carolina
6

Filed in JOHNSTON COIINT'l, XC
CNIZO GL:vE, aroy I Ler of o..d.
F. I.d 0 /041i'017 44: 2 aZ on
a..IrRIEs e�1.lExOc!s�.�i,y036 00
..p�lylnsil stout R�Qls [.r of ..�M 0ssnd.r.
REODRDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
W Ildlands Engineering, Inc-
1430Soulh Mint Street, Suite 106
Charlotte, NC 28203
Attenlipn; Lee (night Caffery
SPACE ABOVE THIS LINE FOR RECORDER'S USE
M EMORAN DU M OF OPTION
This Memorandum of Option {[his "Me morandum"J is between Tand Olive Thompson. and David
Thompson ["Seller"I. and Wlldlands Engineering, Inc., a North Carolina cvrppratlon J"Buyer"
This memorandum will become effective when all parties have signed h- me date of this
Memorandum will he the date [his Memorandum Is signed by the last party to sign it.
Seller does hereby give and grant to Buyer the right and option to purchase anktW on use rights
n a Portion of two Parcels of real property located o6 Black Creek Road and Old Olive Road in Johnston
County, North Carolina, recorded In that County's Regl5ter of Deeds at Bwk 4720, Page 500 (the
"Pmperty'j- The Property Is Identified as Parcel Identification Number 166200-78-8163 and is shown on
Attachment A.
This option expires an October 31, 2019.
The provisions set forth in a written Opd.n to Purchase Mitigation Use Rights between the parties
MD,
an effective date of _N 2017 are hereby mcciporaled In thL5 memorandum.
Each party Is signing this memorandum on the date stated below that partys signature.
[SEG NATURE PAGE FOLLOWS]
/Y}nklcTbw+i County, Horth Carolina
I certify that Shawn D. Wilkerson personally appeared before me this day, acknowledging tome that he
Is President OF Wildlands Engineering, Inc., a North Carolina corporation and that he, as President being
authorized to do 0, executed she foregoing on beha It of Wildlands E ngineering. Inc.
Date: /7=15•J7
BUYER
WILDLANDS ENGINEERING, INC., a North Carolina
corporal n
By: )
a n D. Wilkerson, President
SELLER:
TAM OLIVE THOMP$ON and DAVID THOMPSON
By:
rami Qllve mvmpson
Dale:
By'
David Thumps..
Date: q `1 f `/ 7
V,,h-as 4c- County, North Carolina
I certify that the Following Person Personally appeared before me this day, acknowledging to me that he
or she signed the foregoing document:
'74-; Q /i r•c rir4omASn�
Name f pnhejpo
Date:
(official Seal[
Wkial Seal]
O [ore o/NPtary
Ciel Signo[ure of No[ory
q
be w- Liv
FiDBEFiT W. BUGG
NL�"U-`Cthl
f3a:Drr� [.•.
�y
W. BL:36
f•^'rnRY PUBLIC
Nuroryrs printed a typed me
naR08irRT
My c. mmissivn..pires.
-
p-tedorrypeif . e
cvmmissWn expires= 3a.D-x1
Irg �qfMy
:ar011na

Qp%.yy{r" County, North Carolina
cer[Ify that the fvllowing person peMAaliy Appeared before me this day, acknowledging to me that he
or she signed the foMS01no doWmenl:
t?a,.rJ Tgv�
Nome of prirrcipW
❑ate: ��� t 4-
{Oef[lal Seall
J
-�7�f
OjJ. 'nature of rwalary
.,rr��
1701�k
RO&r�• + RUGG
fJvloryiprintend vr
NOTAF, �JRLIC
Ue k{enhurb '�unly
n5-�
My commission e><plres: 8' I
r•fnrtR Carolina
any applicable land
AllacNmenl A
ON w 1 -a
I: A NNl] 5 0 05ope
0 700 Feet Thompson, 0-W Prrly
e n r v i.r r t l Neve 09020701
APIV n Cpnnry, W
ART
J
This —p 6 aot certir,6u Arlo
hi8 g.t been reyMwad
bya "'a govammrnent agency
fort mplwo-with
any applicable land
d'ebpmmnl r"ulafiws.
a4ayr
op
t
ri
�go
_ THOMPSON. DAV+p
16'+200-7BA 163
i
i
AllacNmenl A
ON w 1 -a
I: A NNl] 5 0 05ope
0 700 Feet Thompson, 0-W Prrly
e n r v i.r r t l Neve 09020701
APIV n Cpnnry, W
ART

Filed In JOHNSTON COUNTY, NC
F1i 160LJsl�xk Re iaif 0-1.
la:u:ar� O. Rn
DEED ll d rasa P _ Sl'F'NI
Rwl iRie�iirrGxeiw T�Kasl.a!
Drpr,LVlRa.l.San! p.p t.lrr e1 0..A v.f^aa�•
RECORDING REQUESTED BY
ANG WHEN RECORDED MAIL TO
WlIdlandsEngineefing,lnc-
3430 south Mint Street, suite 104
charlotte, NC 26203
Attention: Lee xnlytt Caliery
9pACE ABOVE THIS LI HE FDR RECORDER'S liSE
ME MORANDIJ M OF OPTION
This Memorandum of Option (this "Memorandum•) 0 between Tami Olive Thompsor4 Dayid
Thompson and Dawn 011WE {"Sekler"k, and wlldlands Englneering, Inc., a North Carolina corporation
['Buyer") -
This memorandum will become effective when all parties have slgneel it- The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign R.
Seller does hereby gyve and grant to Buyer the right and option to purchase mitigation use rlgMs
on a portion of a parcel of real property located off Black Creek Road and Did oil" Road in Johnston
County, North CamHna, recorded In that Coumyr5 Register of Deeds at
Book 3297, Page 550 (the
"Propart'), The Property is Identified as Parcel Identification Number 167200.07-0762 and is shown On
Attachment A -
This option expires on October;], 2019.
The pro,lsions set forth in a mitten Option to Purchase Mitigation Use Rights between the parties
with an effective dale of +,_ f_. 2017 are hereby incorporated In this memorandum -
Fath party Is signing this memorandum on the dale stated thelow that pWs signature.
IM t klCnjyr� County, North Carolina
cePoly that Shawn D- Wilkerson personally appeared before me this day, acknowledging to me Ihat he
Is President of wlIdlands Englneering, tic-, a NOrth Camllna Corporation and that he, as president, being
authorized to do so, executed the foregoing on behalf of Wlldlands Engineering, Inc.
Date:
(Official scall
4cfo15ignowm pf Notary
RCHERT W, gUpp ��br�f � ��
NCT.�RY PUBLlC Notary's printed Or typed name
MocXr....,: erg County
OfOftlt L'arollna Mycommissionexpires: g"^1.3-aY
SLIVER:
WILDL+INDS ENGINEERING, INC, a North Carolina
corporatlon
gy b .4
wn D- WNkerson. President
Datr. `i � Ii
SELLER:
TAM OLIVE TNOMPSON, DAVID THOMPSON and
DAWN OLIVE LEE
By:
Tami Dllve Thompson
Lip: �e'-CLf �rtl.d�`
Da rld Thom pmn
Date: 4-f l -) /
SY' 1�1L1.eA.�LE "
Cawn Olwe iet­'
Date: - 4, 1 (' i
_9 -air
-OPO Cannily, North Carolina
I Wrtify that the following person personaNy appeared before me this day, acknowledging to me that he
Or she signed the foregoing document:
J A'rti CFJ/i r�. /�%1P7T,,75o1
Nwne Vf Pd1K1PQf
Date: n- y-fhl7
{official seal)
p1 vgnerf We of Notary
iiabet+ w. aKz
RUf3ERT W. E3UC3q NoWl printed or typed forme
�PU8L My mmm[sslon expires=

Q `�'t-S �_ CauMy, Nonh Carolina
I certify that the Falltneing person perypnally appeared before me this day, acknt ledging to me that he
or she Signed the fpresulrtg document
�avfr% p n Su -i
Nemro�pNndpM
Date:
)official seal) yAlLe
ivi seg=rrn of Notary
10 L>er+
ROBERT W. 8UG0 N°reys printedmtypednvme
AID1r,..I PU9L1C MyrnmmhsWnerplres: �--?-�' 71
MGokfen6uly County
IVnrth cnFdlna
s
o®0 Thla map is rmt cerGFKd end
has nal Leen m0eved
by a Mae goemmenl agency
11-fta m M for fwmpliance with
any applicaole lend
deyeiQpnenr reWarmna
11,.. „_r
Tbumpavn, r I Oil- r
1e7200A7-07117
i
i
y� wtaehmemA
ON 1V' 1V' I. D L ArIVRD S 0 350 700 Feet t___i_
T�pmin" pfooem
�/ eNo i+ a rno L r [ Meefr 03n70701
Joe— C—nq NC
nxr
❑o Rn.Y foz County, North Carolina
I certify that the following person personally appeared befofe me this day, acknowledging to me that he
OF she signed the Fpmgoing dupument:
Awn dJl�
Nome /Fm,riFal
Date:
(official seal)
B riaf A'gnature ofhblory
i3oCrrf I.af, $.��
RCBERT W, eLfC;[3 +�'�pys printed or typedaome
funTn RY PUBLfC My commlaslon explms:
l.. •>urg County
.TA . .rollna
s

Fslad in jowsTow comity ale
CRAZO OLIVE R talar of Paerly
KID Aoftpr161j�11q�pjpL�'Jf?
III�y l�eSAfae�0�v�ia./Q
Pap.lvrRssaylanS neer pier of Pae vsrdrra
RECORDING REQUESTED BY
AND WHEN RECORDED MAILTO:
W ildlands E ngineeri ng, Inc.
1439 South Mlnt Street, 5.lie 104
Charlotte, NC 28263
Attention: Lee knight Ca Reny
SPACE ABOVE THUS LINE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Memorandum of Option (this RMemorandum"} Us between Tarim Olive Thompson, David
Thompson and June Jones ogre R—abfe Trust (•Sellerj, and IArBdfands Englneerina, Inc., a North
Carolina corporation ("Buyer).
This memorandum will become effective when all parties haw slgned It. The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign it.
Seiler does hereby give and grant to Buyer the right and option to purchase mitlgatlon use rights
W a portion of two partek of real property mmprued of approximately 35.7 acres located off Black Creek
Road and Old Olive Read In Ivhn9�n County, North Camllna, recorded In that County's Register OF Deeds
at Book 3714, Page 717 (the "Property'), The Property is Udentlfled as Parcel Identification Numbers
16SWO-66.6856 and 165200.79.6148 and is shown on Attachment A
This option expires on October 31, 2019.
The provisions set forth in a written Option to Purchase M itlgation Use Rights between the parties
with an effective date or �V' l J1 2D17 arc hereby Unoviporated In this memorandum.
Each party Issfgning this memorandum on the date staled below that partyssigoature.
got E& k/M! vq County, North Carolina
1 certify that Shawn D. Wilkerson pe rsenaly appeared before me this day, acknowledging le me that he
is President of vrlldlands Erlglneerin8, Inc., a North Carolina corporation and that he, as Presldenl, being
a uthorixed to do so, executed the fofegaing on behalf of Wildiands Engineering, Inc.
Date:
{Official Sea1)
��dW SiQnvture of Notary
ROBERT W, BL1GG
NOTARY PL16LfC Notows printed W typed nvme
Mecklenburg County
North Carolina My commission exPlres: 8'.73:1]
BUYER: SELLER:
VALDLANDS ENGINEERING, IHC, a North Carolina TAM OLIVE THOMPSON, DAVID THOMPSON and
corporation JUNE ION ES OUVE REVOCABLE
By: BY:
awn D. LWiilk( Tami Olin Thompson
Date: ` 3 7-D Dale:
David 7
Thompson
Date: 1 ` / 1 _C
ByiL��L
���
he lonned�fa.
llTTryp REYora hie Trust
Ynk: J9l 41—
Date: IV -_11
512LS fol County, North Carolina
I certify that the following person Personally appeared befar me this day, acknowledging to me that he
or she slgned the foregoing document:
'Tan" oh' -G 7Aan.]Sa-+
Nome of prindpnU
Date: Y /I"17
(Official Seal)
Srynotert 61 Nntury
130ber4 Rr, baa _
RpBERT W. BL1GG Nmveyrs printed or [yyednvme
NOTARY PU13LJC My commission expires:
Mecklenburg County
North Carolina

9�1i-{u+ Ca-ty, North Carolina
I certlfy that the Vlowfng person personalty appeared before me this day, acknowledging to me that he
or she signed the famgoing document:
176 rrJ '! hamysa.
Name pjpriridpar
Dale, y-Ih1�
(Official Seal)
Thi3 map.. —t cerliCed and
O�riai rwture p1 Nvlvry
�ioUe� It
Norer�sprinredw"drrome
=NorthCarollna
MycomMlsslone.plres:-�•3'�1
r"Compliance with
5
w,,pr ntA
W I L D L A NeA 5 p 990 7W FeM mornpson, 1—I olive property
e.+� nre rwe t �� Neuse o3o]pMI
Wltrt— Loualk NC
AaT
�s 1P, County, North Carolina
16ertify that the foltowing person personalty appeared before me this day, acknowledging to me that he
or she IS the 7r-4de. of the June Janes 011ve Rero[abre Trust and that he or she
signed the (pneggingdocument on behalf of the June Tones Olive Rew Ile TrMI.
/
Nie of Pn-rpvJ
Date: y-//-17
IQ Kial Sea l) ET
�- ynvJvre of Nv[vry
i30"'r
Rg=WBUG.GNvmrys pre+tedwtyped name
NMe Mr conal�vn ezplres:FJ`.T3'�!
6
Thi3 map.. —t cerliCed and
"S mul teen reviewed
by a local government agenCy
r"Compliance with
any epplitaole 18 4
deve4opment regulations
i
r THOMPSON. TAMS OLIVE
tei200-744140
y
i
'y,�
THOMPSON, TAMI OLIVE
1672W-66.8896
t
i
i
e
+
i
t
�
...........
w,,pr ntA
W I L D L A NeA 5 p 990 7W FeM mornpson, 1—I olive property
e.+� nre rwe t �� Neuse o3o]pMI
Wltrt— Loualk NC
AaT
�s 1P, County, North Carolina
16ertify that the foltowing person personalty appeared before me this day, acknowledging to me that he
or she IS the 7r-4de. of the June Janes 011ve Rero[abre Trust and that he or she
signed the (pneggingdocument on behalf of the June Tones Olive Rew Ile TrMI.
/
Nie of Pn-rpvJ
Date: y-//-17
IQ Kial Sea l) ET
�- ynvJvre of Nv[vry
i30"'r
Rg=WBUG.GNvmrys pre+tedwtyped name
NMe Mr conal�vn ezplres:FJ`.T3'�!
6

TON
COUNTV No
(CRAIG OLM' SRa"N t., 'oeeire,
odm e.°mce1400 wrg6,2—'a —v
Tat6irnarPrNr . aal25xr3're
aP�tr�w.I.f.,.r
RECORDING REQU ESTED BY
AND WHEN RECORDED MAIL TO
Wildlands Engineering, In[.
1430 South Mint Street, Suite 106
Charlotte, NC 28703
Atlenition: Lee Knight Ca Ncry
SPACE ABOVE THIS UNE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Memorandum of Option (this "Memorandum") Is between Maitthm T- Keen {`Seller), and
WHdlands Engineering, InG, a North Carolina co rpp ration t"Buyer"].
This memorandum wRr become effectiv when all parties have signed it. The dale of this
Men o dndum will he the date this Memorandum is signed by the last party to sign it.
Seller does hereby give and grant to Buyer the right and option to purchase mItIgatlan use rights
.n a portion of real property mmprised of approximately 5.5 acres located off Blacic Creek Road and Old
Alive Road in Johnston County, Norlh Carolina. remrded In that County's Register of Deeds at Hook 4606,
page 183{the "Property"j. The Property is identlfled as Parcel Identification Number 167200-06-5717 and
is shown on Attachment A.
This option mpines.n October 31, 2019.
The provisions set Porth Ina written Option to Purchase Mitigation Use Rights between the pa ales
with an etk twe date of A•r _N, 2017 are hereby incorporated in Ihis memorandum.
Each pony is signing this memorandum 0n the date stated below that party's signature.
— County, Nom h Ca rolina
I certify that Shawn D. Wilkerson persanatly appeared before me this day, acknowledging la me that he
is President of Wldla nds Engineering, Inc., a North Carolina corporation and that he, as President, being
a uthm-imcl to do m, eremted the foregoing on beha It of Wild lands Engineering, Int_
Date: 41- .� 3.17 -
[Officio l Seal[ -
+Cipf $ignpfYre O�iriINM}'
M
BUGC3UBLIC Nows printed or typed name Countyollna My commission expires:
BUYER:
WI LOLANOS ENGINEERING, INC.. a North Caroline
Corp.lion
wn 17. Wilkerson, President
Date: M ill!)-wl
SELLER:
MATTHEW T. KEEN
BY :A,[he .
Date: 11If 12i'17
92 hn>}p-r County. North Carolina
certify that the following person personally appeared before me this day, axkrwwledging to me that he
or she signed the foregaing document:
Name.fprincip.!
Dale: `;'-//•17
{OfRdal sea I)
Q fn.lWe Of Nptpry
R6BERF W, BUGO
Notary's printed or typed home
NOTAF;Y PUBLIC
Nlsoklenburg County
g -.73--71
My comm lsslon expires:
North Carollna

Th.map ie not --dff d end
k 9 nol been renewed
Dy a local ppvernment syenty
far tomplmnce wdh
any applicable land
deMjopmenl regur9[gn s
P0
r
KEW f
1978i2pp�MW87ae�8ili
AttachmentA
W 1 L 17 L AEN D 5 ❑ as❑ �❑❑ Feet Been, Mavbew T. Property
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INQUIRY #: 5047396.5
71
YEAR: 1961 Nk
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0

XS3, Riffle, T1
R3
Riffle
97
95
96
95
94
0 94
____________________
_____ ____ __________
___________________
----------------------------------------
___________________93
93
94
u 93
93
92
w
92
w 94
92
w
92
w
91
91
93
91
93
91
0
5 10
90
0
5 10
15
20 25
30
35 40
89
0
5 10
Width
15 20
Width
90
0 10
20 30 40
50 60 70 80
90 100 110
Dimensions
Flood Dimensions
1.4
Materials
Width
W flood prone area (ft)
2.5x
-section area (ft.sq.)
Bankfull Dimensions Flood Dimensions
W flood prone area (ft)
Materials
D50 (mm)
entrenchment ratio
42
x -section area (ft.sq.)
110
W flood prone area (ft)
0.53
D50 (mm)
low bank height (ft)
18
width (ft)
5.7
entrenchment ratio
1.5
D84 (mm)
low bank height ratio
2.3
mean depth (ft)
2.8
low bank height (ft)
14
threshold grain size (mm):
max depth (ft)
2.8
max depth (ft)
1.0
low bank height ratio
Rosgen Stream Type
3.6
0.58
21
wetted perimeter (ft)
Rosgen
G5
Rosgen Stream Type
0.42
2.0
hydraulic radius (ft)
Bankfull
E5
Flow Resistance
Forces & Power
8.0
width -depth ratio
Flow Resistance
Forces &
Power
2.3
3.4
Bankfull Flow
Flow Resistance
Forces &
Power
channel slope (%)
2.9
velocity Mal
0.040
Manning's roughness
0.23
channel slope (%)
shear stress (Ib/sq.ft.)
120
discharge rate (cfs)
0.15
Darcy -Weisbach fric.
0.29
shear stress (Ib/sq.ft.)
shear velocity (ft/s)
0.35
Froude number
18
resistance factor u/u'
0.39
shear velocity (ft/s)
unit strm power (Ib/ft/s)
470
relative roughness
0.94
unit strm power (lb/fl/s)
XS3, Riffle, T1
R3
Riffle
95
95
94
94
__________________
--------------------
____________________
_____ ____ __________
___________________
----------------------------------------
___________________93
93
94
93
92
92
w 94
w
92
w
91
91
93
93
91
0
5 10
90
0
5 10
15
20 25
30
35 40
89
0
5 10
Width
15 20
Width
Bankfull
Dimensions
Flood Dimensions
Bankfull
Dimensions
Flood Dimensions
1.4
Materials
6.8
W flood prone area (ft)
2.5x
-section area (ft.sq.)
7.6
W flood prone area (ft)
0.53
D50 (mm)
entrenchment ratio
3.4
width (ft)
2.2
entrenchment ratio
1.5
D84 (mm)
low bank height (ft)
0.72mean
depth (ft)
3.0
low bank height (ft)
30
threshold grain size (mm):
low bank height ratio
1.0
max depth (ft)
3.1
low bank height ratio
wetted perimeter (ft)
0.60
max depth (ft)
4.3
wetted perimeter (ft)
0.32
Rosgen Stream Type
3.6
0.58
hydraulic radius (ft)
Rosgen
G5
width -depth ratio
0.42
4.7
width -depth ratio
Bankfull
Flow
Flow Resistance
Forces & Power
Bankfull
Flow
Flow Resistance
Forces &
Power
2.3
3.4
velocity (fus)
0.040
Manning's roughness
1.7
channel slope (%)
0.46
8.3
discharge rate (cfs)
0.22
Darcy -Weisbach fric.
0.61
shear stress (Ib/sq.ft.)
0.49
0.78
Froude number
15
resistance factor u/u'
0.56
shear velocity (ft/s)
1.3
unit strm power (lb/ft/s)
14
150
relative roughness
2.6
unit strm power (Ib/ft/s)
XS4, Riffle,
T2
Riffle
96
95
95
95
__________________
--------------------
____________________
_____ ____ __________
___________________
----------------------------------------
___________________93
94
92
w 94
w
91
93
93
0
5 10
15
20 25
30
35 40
89
0
5 10
Width
15 20
25
Bankfull
Dimensions
Flood Dimensions
Materials
Width
1.4
x -section area (ft.sq.)
6.8
W flood prone area (ft)
0.53
D50 (mm)
Materials
4.1
width (ft)
1.7
entrenchment ratio
1.5
D84 (mm)
0.53
0.34
mean depth (ft)
1.7
low bank height (ft)
23
threshold grain size (mm):
1.5
0.56
max depth (ft)
3.0
low bank height ratio
3.9
low bank height (ft)
41
4.3
wetted perimeter (ft)
0.60
max depth (ft)
Rosgen
Stream Type
0.32
hydraulic radius (ft)
3.6
wetted perimeter (ft)
B5
Rosgen
12
width -depth ratio
0.42
hydraulic radius (ft)
Bankfull
Flow
Flow Resistance
Forces & Power
width -depth ratio
2.7
velocity (fUs)
0.040
Manning's roughness
2.3
channel slope (%)
Flow
3.7
discharge rate (cfs)
0.27
Darcy -Weisbach fric.
0.46
shear stress (Ib/sq.ft.)
0.040
0.82
Froude number
14
resistance factor ulu'
0.49
shear velocity (fUs)
0.25
Darcy -Weisbach fric.
0.83
69
relative roughness
1.3
unit strm power (lb/ft/s)
XS4, Riffle,
T2
Riffle
95
94
__________________
--------------------
____________________
_____ ____ __________
___________________
----------------------------------------
___________________93
93
92
w
91
90
89
0
5 10
15 20
25
30 35
Width
Bankfull
Dimensions
Flood Dimensions
Materials
1.5
x -section area (ft.sq.)
3.6
W flood prone area (ft)
0.53
D50 (mm)
3.0
width (ft)
1.2
entrenchment ratio
1.5
D84 (mm)
0.51
mean depth (ft)
3.9
low bank height (ft)
41
threshold grain size (mm):
0.60
max depth (ft)
6.5
low bank height ratio
3.6
wetted perimeter (ft)
Rosgen
Stream Type
0.42
hydraulic radius (ft)
G5
5.8
width -depth ratio
Bankfull
Flow
Flow Resistance
Forces
& Power
3.7
velocity (ft/s)
0.040
Manning's roughness
3.2
channel slope (%)
5.6
discharge rate (cfs)
0.25
Darcy -Weisbach fric.
0.83
shear stress (Ib/sq.ft.)
1.0
Froude number
14
resistance factor u/u'
0.66
shear velocity (fUs)
100
relative roughness
3.8
unit strm power (lb/ft/s)

XS7, Riffle,
T4 R2 - Enhancement
11
Riffle
97
97
97
96
96
96
a94
0 95
_______________ _______________
____________
96
w 95
w 93
d 95
m 95
w
1 IF
94
92
94
-
W
94
94
93
95
0
0
93
15
20 25 30 35 40 45
35 40
94
Width
0
5 10
15
20 25 30
35 40 45
Flood Dimensions
Materials
Width
x -section area (ft.sq.)
4.6
W flood prone area (k)
Bankfull
94
Flood Dimensions
4.2
Materials
1.1
1.4
x-sectionarea (ft.sq.)
7.8
W flood prone area (k)
0.53
D50 (mm)
2.2
3.6
width (ft)
2.1
entrenchment ratio
93
0
10 20
30
40 50
60
70 80
low bank height (ft)
22
threshold grain size (mm):
Width
max depth (ft)
2.0
low bank height ratio
Bankfull
Dimensions
Flood Dimensions
3.9
Materials
9.9
17
x -section area (ft.sq.)
24
W flood prone area (k)
0.53
D50 (mm)
Bankfull
12
width (ft)
7.4
entrenchment ratio
1.5
D84 (mm)
0.040
0.53
mean depth (ft)
1.5
low bank height (ft)
47
threshold grain size (mm):
Forces & Power
0.67
max depth (ft)
2.3
low bank height ratio
Manning's roughness
2.0
channel slope (%)
3.9
wetted perimeter (ft)
discharge rate (cfs)
0.26
Rosgen Stream Type
0.44
0.44
hydraulic radius (ft)
0.78
Froude number
B5
resistance factor u/u'
0.48
6.1
width -depth ratio
76
relative roughness
1.2
Bankfull
Flow
Flow Resistance
Forces &
Power
4.0
velocity (flus)
0.040
Manning's roughness
3.5
channel slope (%)
6.9
discharge rate (cfs)
0.24
Darcy -Weisbach fric.
0.96
shear stress (Ib/sq.ft.)
1.1
Froude number
14
resistance factor u/u'
0.70
shear velocity (fUs)
110
relative roughness
4.7
unit strm power (Ib/fUs)
XS7, Riffle,
T4 R2 - Enhancement
11
Riffle
97
96
95
96
96
94
a94
0 95
_______________ _______________
____________
m 93
w 95
w 93
d 95
92
w
1 IF
94
92
94
-
94
94
93
91
91
0
0
93
15
20 25 30 35 40 45
35 40
Width
Width
0
5 10
15
20 25 30
35 40 45
Flood Dimensions
Materials
Width
x -section area (ft.sq.)
4.6
W flood prone area (k)
Bankfull
Dimensions
Flood Dimensions
4.2
Materials
1.1
1.4
x-sectionarea (ft.sq.)
7.8
W flood prone area (k)
0.53
D50 (mm)
2.2
3.6
width (ft)
2.1
entrenchment ratio
1.5
D84 (mm)
3.9
0.38
mean depth (ft)
1.1
low bank height (ft)
22
threshold grain size (mm):
0.54
max depth (ft)
2.0
low bank height ratio
hydraulic radius (k)
3.9
wetted perimeter (ft)
9.9
Rosgen
Stream Type
0.35
hydraulic radius (ft)
Bankfull
E51,
Flow Resistance
Forces & Power
9.6
width -depth ratio
velocity (flus)
0.040
Manning's roughness
2.8
channel slope (%)
Bankfull
Flow
Flow Resistance
Forces & Power
Darcy -Weisbach fric.
2.6
velocity (flus)
0.040
Manning's roughness
2.0
channel slope (%)
resistance factor ulu'
3.6
discharge rate (cfs)
0.26
Darcy -Weisbach fric.
0.44
shear stress (Ib/sq.ft.)
relative roughness
0.78
Froude number
14
resistance factor u/u'
0.48
shear velocity (ft/s)
76
relative roughness
1.2
unit strm power (Ib/ft/s)
XS8, Riffle, T5
R1 . Enhancement
11
Riffle
98
96
95
95
94
a94
_______________
_______________ _______________
____________
m 93
w 95
w 93
92
1 IF
94
92
-
94
93
91
91
0
0
5 10
15
20 25 30 35 40 45
35 40
Width
Width
Bankfull
Dimensions
Flood Dimensions
Flood Dimensions
Materials
1.7
x -section area (ft.sq.)
4.6
W flood prone area (k)
0.53
D50 (mm)
4.2
width (ft)
1.1
entrenchment ratio
1.5
D84 (mm)
0.42
mean depth (ft)
2.2
low bank height (ft)
32
threshold grain size (mm):
0.56
max depth (ft)
3.9
low bank height ratio
4.6
wetted perimeter (ft)
Rosgen Stream Type
0.38
hydraulic radius (k)
G5
9.9
width -depth ratio
Bankfull
Flow
Flow Resistance
Forces & Power
Power
3.3
velocity (flus)
0.040
Manning's roughness
2.8
channel slope (%)
channel slope (% )
5.7
discharge rate (cfs)
0.26
Darcy -Weisbach fric.
0.66
shear stress (Ib/sq.ft.)
shear stress (Ib/sq.ft.)
0.93
Froude number
14
resistance factor ulu'
0.58
shear velocity (fUs)
shear velocity (ft/s)
85
relative roughness
2.4
unit strm power (lb/k/s)
XS8, Riffle, T5
R1 . Enhancement
11
Riffle
98
97
97
96
m
w 95
1 IF
94
-
94
93
0
5 10
15
20 25
30
35 40
Width
Bankfull
Dimensions
Flood Dimensions
Materials
3.2
x -section area (ft.sq.)
18
W flood prone area (ft)
0.53
D50 (mm)
4.3
width (k)
4.2
entrenchment ratio
1.5
D84 (mm)
0.73
mean depth (ft)
1.5
low bank height (ft)
28
threshold grain size (mm):
0.88
max depth (ft)
1.7
low bank height ratio
5.3
wetted perimeter (k)
Rosgen Stream Type
0.60
hydraulic radius (ft)
E5
5.9
width -depth ratio
Bankfull
Flow
Flow Resistance
Fomes &
Power
3.2
velocity (f /s)
0.040
Manning's roughness
1.5
channel slope (% )
10
discharge rate (cfs)
0.22
Darcy -Weisbach fric.
0.56
shear stress (Ib/sq.ft.)
0.74
Froude number
15
resistance factor u/u'
0.54
shear velocity (ft/s)
150
relative roughness
2.2
unit strm power (Ib/fUs)

JXS9. Riff!
T5 R2
11
Riffle
97
99
96
97
98
96
96
95
96
97
95
0 95
94
94
w
w 94
o 96
______________
--------------------
- _________
94
95
93
w
_______________
______________ ______________
_________
________
_ ___ ______-----------------------------------------
_______________
_______________ ---------
93
94
93
0
5 10
15 20
25 30
35
40 45 50
92
93
Width
Bankfull
Dimensions
Flood Dimensions
Materials
20 25
30 35 40
1.3
x -section area (ft.sq.)
13
W flood prone area (ft)
0.53
92
0 5 10
15
20 25
30
35 40 45
entrenchment ratio
1.5
D84 (mm)
5.0
Width
mean depth (ft)
1.4
low bank height (ft)
Bankfull Dimensions
Flood Dimensions
width (ft)
Materials
max depth (ft)
1.7
4.8 x -section area (ft.sq.)
27
W flood prone area (ft)
0.53
D50 (mm)
wetted perimeter (ft)
3.2 width (ft)
8.5
entrenchment ratio
1.5
D840 (mm)
hydraulic radius (ft)
1.5 mean depth (ft)
2.2
low bank height (ft)
27
threshold grein size (mm):
7.3
1.8 max depth (ft)
1.3
low bank height ratio
3.4
0.68
hydraulic radius (ft)
6.1 wetted perimeter (ft)
Flow
Flow Resistance
Rosgen
Stream Type
5.5
0.79 hydraulic radius (ft)
velocity (ft/s)
0.040
E5
2.4
channel slope (% )
2.2 width -depth ratio
3.8
discharge rate (cfs)
0.26
Darcy -Weisbach fric.
0.55
Bankfull Flow
Flow Resistance
Forces
& Power
14
3.3 velocity
(ft/s)
0.040
Manning's roughness
1.1
channel slope (% )
85
16 discharge rate (cfs)
0.20
Darcy -Weisbach frit
0.54
shear stress (Ib/sq.ft.)
shear stress (Ib/sq.ft.)
0.66 Froude number
16
resistance factor uV
0.53
shear velocity (ft/s)
unit strm power (Ib/ft/s)
shear velocity (ft/s)
300
relative roughness
3.4
unit stem power (IbKUs)
XS1111, Riffle,
T5A- Enhancement
11
Riffle
97
97
96
97
95
96
96
95
96
95
95
0 95
94
94
w
w 94
o------------------------------------------
94
______________
--------------------
- _________
94
w 94
93
93
93
94
93
0
5 10
15 20
25 30
35
40 45 50
92
93
Width
Bankfull
Dimensions
Flood Dimensions
Materials
20 25
30 35 40
1.3
x -section area (ft.sq.)
13
W flood prone area (ft)
0.53
D50 (mm)
3.1
width (ft)
4.1
entrenchment ratio
1.5
D84 (mm)
5.0
0.42
mean depth (ft)
1.4
low bank height (ft)
27
threshold grein size (mm):
width (ft)
0.83
max depth (ft)
1.7
low bank height ratio
width (ft)
0.95
mean depth (R)
3.5
wetted perimeter (ft)
23
threshold grain size (mm):
Rosgen Stream Type
1.7
0.37
hydraulic radius (ft)
low bank height ratio
B5
max depth (ft)
7.3
7.3
width -depth ratio
Rosgen Stream Type
3.4
0.68
hydraulic radius (ft)
Bankfull
Flow
Flow Resistance
Forces &
Power
5.5
3.0
velocity (ft/s)
0.040
Manning's roughness
2.4
channel slope (% )
Bankfull
3.8
discharge rate (cfs)
0.26
Darcy -Weisbach fric.
0.55
shear stress (Ib/sq.ft.)
0.040
0.86
Froude number
14
resistance factor Wu'
0.53
shear velocity (ft/s)
0.21
Darcy -Weisbach frit
0.47 shear stress (Ib/sq.ft.)
85
relative roughness
1.9
unit stmt power (lb/ft/s)
XS12, Riffle,
T513 Rl -
Enhancement 11
Riffle
97
96
95
96
95
95
95
94
94
w
o------------------------------------------
94
______________
--------------------
- _________
94
w 94
93
94
93
94
92
93
0
5 10
15
20 25
30 35 40
25 30
35
40 45 50
Width
Width
Bankfull
Dimensions
Flood Dimensions
Materials
Dimensions
5.0
x -section area (ft.sq.)
40
W flood prone area (ft)
0.53 D50 (mm)
x -section area (ft.sq.)
5.2
width (ft)
7.6
entrenchment ratio
1.5
D84 (mm)
width (ft)
0.95
mean depth (R)
1.7
low bank height (ft)
23
threshold grain size (mm):
mean depth (ft)
1.7
max depth (ft)
1.0
low bank height ratio
0.68
max depth (ft)
7.3
wetted perimeter (ft)
Rosgen Stream Type
3.4
0.68
hydraulic radius (ft)
Rosgen Stream Type
E5
0.36
hydraulic radius (ft)
5.5
width -depth ratio
B5
7.4
width -depth ratio
Bankfull
Flow
Flow Resistance
Fomes & Power
3.0
velocity (ft/s)
0.040
Manning's roughness
1.1
channel slope (% )
3.5
15
discharge rate (cfs)
0.21
Darcy -Weisbach frit
0.47 shear stress (Ib/sq.ft.)
0.65
Froude number
16
resistance factor u/u'
0.49 shear velocity (ft/s)
shear stress (Ib/sq.ft.)
1.0
190
relative roughness
2.0
unit strm power (Ib/ft/s)
XS12, Riffle,
T513 Rl -
Enhancement 11
Riffle
95
95
95
95
94
o------------------------------------------
94
______________
--------------------
- _________
w 94
94
94
93
93
0
5 10 15
20
25 30
35
40 45 50
Width
Bankfull
Dimensions
Flood Dimensions
Materials
1.2
x -section area (ft.sq.)
43
W flood prone area (ft)
0.53
D50 (mm)
3.0
width (ft)
14
entrenchment ratio
1.5
D84 (mm)
0.40
mean depth (ft)
0.9
low bank height (ft)
37
threshold grain size (mm):
0.68
max depth (ft)
1.3
low bank height ratio
3.4
wetted perimeter (ft)
Rosgen Stream Type
0.36
hydraulic radius (ft)
B5
7.4
width -depth ratio
Bankfull
Flow
Flow Resistance
Forces &
Power
3.5
velocity (ft/s)
0.040
Manning's roughness
3.4
channel slope (% )
4.2
discharge rate (cfs)
0.26
Darcy -Weisbach frit
0.76
shear stress (Ib/sq.ft.)
1.0
Froude number
14
resistance factor Wu'
0.63
shear velocity (ft/s)
82
relative roughness
3.0
unit stem power (Ib/ft/s)

XS15, Riffle,
T6 R2 -
Enhancement 11
Riffle
95
98
95
95
`0 94
w
w
94
94
94
94
0 5 10
15
20 25 30 35 40 45
93
Width
-
Bankfull Dimensions
0
Flood Dimensions
15 20 25
Materials
0.57 x -section area (ft.sq.)
13
W flood prone area (ft)
0.53
D50 (mm)
25 30 35
3.1 width (ft)
4.3
entrenchment ratio
1.5
D84 (mm)
0.19 mean depth (ft)
0.48
low bank height (ft)
15
threshold grain size (mm):
D50 (mm)
0.28 max depth (ft)
1.7
low bank height ratio
5.6
entrenchment ratio
1.5
3.2 wetted perimeter (ft)
W flood prone area (ft)
0.71
Rosgen Stream Type
1.2 low
0.18 hydraulic radius (ft)
26
threshold grain size (mm):
BS
1.0
max depth (ft)
16.7 width -depth ratio
bank height ratio
mean depth (ft)
3.0
low bank height (ft)
7.5
Bankfull Flow
Flow Resistance
Forces &
Power
2.1
2.0 velocity (ft/s)
0.040
Manning's roughness
2.8
channel slope (% )
wetted perimeter (ft)
1.1 discharge rate (ds)
0.33
Darcy -Weisbach fric.
0.31
shear stress (Ib/sq.ft.)
hydraulic radius (ft)
0.82 Froude number
12
resistance factor Wu'
0.40
shear velocity (ft/s)
Forces &
Power
38
relative roughness
0.64
unit strm power (lb/ft/s)
XS15, Riffle,
T6 R2 -
Enhancement 11
Riffle
96
98
96
97
95
95
w
94
'm 94
94
93
93
-
0
5 10
15 20 25
30 35 40 45
Width
5 10 15
20
25 30 35
Bankfull
Dimensions
Flood Dimensions
Materials
4.9
x -section area (ft.sq.)
39
W flood prone area (ft)
0.53
D50 (mm)
Flood Dimensions
6.9
width (ft)
5.6
entrenchment ratio
1.5
D84 (mm)
W flood prone area (ft)
0.71
mean depth (ft)
1.2 low
bank height (ft)
26
threshold grain size (mm):
entrenchment ratio
1.0
max depth (ft)
1.2 low
bank height ratio
mean depth (ft)
3.0
low bank height (ft)
7.5
wetted perimeter (ft)
1.5
Rosgen Stream Type
2.1
0.65
hydraulic radius (ft)
E5
wetted perimeter (ft)
9.6
width -depth ratio
0.78
hydraulic radius (ft)
Bankfull
Flow
Flow Resistance
Forces &
Power
3.2
velocity (ft/s)
0.040
Manning's roughness
1.3
channel slope (% )
Flow Resistance
16
discharge rate (cfs)
0.21
Darcy -Weisbach fric.
0.53
shear stress (Ib/sq.ft.)
Manning's roughness
0.70
Froude number
15
resistance factor uV
0.52
shear velocity (ft/s)
Darcy -Weisbach frit
1.1
shear stress (Ib/sq.ft.)
140
relative roughness
1.8
unit strm power (IbKUs)
Riffle
98
97
96
0 95
'm 94
w
93
92
-
91
0
5 10 15
20
25 30 35
40
45 50 55
Width
Bankfull
Dimensions
Flood Dimensions
Materials
4.4
x -section area (ft.sq.)
7.0
W flood prone area (ft)
0.53
D50 (mm)
4.1
width (ft)
1.7
entrenchment ratio
1.5
D84 (mm)
1.1
mean depth (ft)
3.0
low bank height (ft)
55
threshold grain size (mm):
1.5
max depth (ft)
2.1
low bank height ratio
5.6
wetted perimeter (ft)
Rosgen Stream Type
0.78
hydraulic radius (ft)
GS
3.8
width -depth ratio
Bankfull
Flow
Flow Resistance
Fomes &
Power
4.8
velocity (ft/s)
0.040
Manning's roughness
2.3
channel slope (% )
21
discharge rate (cfs)
0.20
Darcy -Weisbach frit
1.1
shear stress (Ib/sq.ft.)
0.96
Froude number
16
resistance factor Wu'
0.76
shear velocity (ft/s)
220
relative roughness
7.4
unit strm power (lb/ft1s)

SINCE
nFr oehl ing & Robertson, Inc.
1 H
Project No: 66V-0151
Client: Wildlands
Project: Sassarixa Swamp
City/State: Johnston County, NC
6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100 140 200
100
95
90
85
80
75
70
65
CO 60
v
l 55
Y
v 50
v
v
a 45
40
35 --
30--
25 --
20--
15 --
10--
5
0--
GRAIN SIZE
DISTRIBUTION
100 10 1 0.1 0.01 0.001
Grain Size (mm)
Sample No. Depth Classification LL PL PI Cc Cu
• 01 at 0.0 1.26 6.11
p
T
Y
Sample No. Depth D100 D60 D30 D10 %Gravel %Sand %Silt %Clay
*1 01 at 0.0 25.4 0.657 0.298 0.107 3.9 89.4 3.5 3.2
F—T
COBBLES
GRAVEL SAND
SILT OR CLAY
coarse I fine coarse medium fine
Sample No. Depth Classification LL PL PI Cc Cu
• 01 at 0.0 1.26 6.11
p
T
Y
Sample No. Depth D100 D60 D30 D10 %Gravel %Sand %Silt %Clay
*1 01 at 0.0 25.4 0.657 0.298 0.107 3.9 89.4 3.5 3.2
F—T