20170537 Ver 1_401 Application_20180718

July 5th, 2018
Mr. Mac Haupt
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury St.
Raleigh, NC 27604
Dear Mr. Haupt,
Resource Environmental Solutions is pleased to submit an updated Nationwide Permit 27 Pre-
Construction Notification (PCN) for the Hannah Bridge Stream Mitigation Project (“Project”).
The Project is located within a watershed dominated by agricultural and residential land use in
Johnston County, North Carolina, approximately Five miles south of Four Oaks. The project
streams proposed for restoration have been significantly impacted by channelization and
agricultural practices. The project will involve the restoration and protection of streams in the
Neuse River watershed. Project has been designed in concurrence with the Hannah Bridge
Riparian Buffer and Nutrient Offset Mitigation Bank.
The objective for this mitigation site is to restore and design natural waterways through
stream/wetland complexes with appropriate cross-sectional dimension and slope that will provide
function and meet the appropriate success criteria for the existing streams. Accomplishing this
objective entails the restoration of natural stream characteristics, such as stable cross sections,
planform, and in-stream habitat. The floodplain areas will be hydrologically reconnected to the
channels where feasible to provide natural exchange and storage during flooding events.
The attached PCN package includes PCN Form, supporting figures, the
Jurisdictional Determination package submitted to the USACE, and design plans.
Total stream impacts resulting from the proposed project are 3,462 linear feet of
permanent impacts due to stream relocation and restoration. Permanent buffer impacts
resulting from project are 49,517 square feet of buffer impact in Zone 1 and 24,005 square
feet of buffer impact in Zone 2 due to stream relocation and restoration. There will be 0.54
ac of permanent wetland impacts and 2.75 ac of temporary wetland impacts due to stream
restoration and enhancement. Furthermore, there will be 0.2 ac of permanent open water
impacts due to the removal of a farm pond within the easement.
This is an updated application based on feedback from the USACE on the labeling and
breakdown of the wetland impacts and of the S2 stream impact. Thank you for your prompt
attention to this important project. Please contact me at 919-209-1062 or [e-mail] if
you have any questions or require any additional information.
Sincerely yours,

Daniel Ingram
Project Manager
Resource Environmental Solutions, LLC
10055 Red Run Blvd.
Suite 130
Owings Mills, MD
21117
412 N. 4th St.
Suite 300
Baton Rouge, LA
70802
100 Calhoun St.
Suite 320
Charleston, SC
29401
5020 Montrose Blvd.
Suite 650
Houston, TX
77006
1200 Camellia Blvd.
Suite 220
Lafayette, LA
70508
137½ East Main St.
Suite 210
Oak Hill, WV
25901
33 Terminal Way
Suite 431
Pittsburgh, PA
15219
302 Jefferson St.
Suite 110
Raleigh, NC
27605
1521 W. Main
2nd Floor
Richmond, VA
23220
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Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Hannah Bridge Stream and Wetland Mitigation Site
2b. County: Johnston County
2c. Nearest municipality / town: Four Oaks
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3.Owner Information
3a. Name(s) on Recorded Deed: See Supplemental
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
4.Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: Daniel Ingram
4c. Business name
(if applicable): Resource Environmental Solutions
4d. Street address: 302 Jefferson Street, Suite 110
4e. City, state, zip: Raleigh, NC 27605
4f. Telephone no.: 919-209-1062
4g. Fax no.:
4h. Email address: [e-mail]
5.Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10
B.Project Information and Prior Project History
1.Property Identification
1a. Property identification no. (tax PIN or parcel ID): See Supplement for landowner info
1b. Site coordinates (in decimal degrees): Latitude: 35.38172 Longitude: -78.415618
1c. Property size: 46.2 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Hannah Creek
2b. Water Quality Classification of nearest receiving water: Class C; NSW
2c. River basin: Neuse River Basin - 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See Supplement and Figure 4 for existing conditions information
3b. List the total estimated acreage of all existing wetlands on the property: 23.44
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6,280
3d. Explain the purpose of the proposed project:
See Supplement and Figure 5 for the purpose of this project.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Supplement and Figure 5 for the project details and stream restoration approach.
4.Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / project (including all prior phases) in the past?
Yes No Unknown
Comments: Received August 18, 2016
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Brad Breslow
Agency/Consultant Company: RES
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
August 18, 2016, see attached determination and Figure 4 for wetland locations.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6.Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
Page 3 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2.Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 - Choose one Yes/No
W2 -Choose one Yes/No
W3 - Choose one Yes/No
W4 - Choose one Yes/No
W5 - Choose one Choose one Yes/No
W6 - Choose one Choose one Yes/No
2g. Total Wetland Impacts:
2h. Comments:
See supplemental and Figure 6 for further breakdown of impacts.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P Relocation HB1 PER Corps 13 1,484
S2 P Relocation HF1 PER Corps 7 390
S3 P Relocation HB3 PER Corps 5 1,588
S4 T Crossing HB4 PER Corps 23 50
S5 - Choose one - -
S6 - Choose one - -
3h. Total stream and tributary impacts 3,512
3i. Comments:
Impact is due to relocating stream to natural valley which will provide a net gain in ecological function to the stream system and surrounding wetlands
(S1-3). S4 is only a temporary impact, due to restoration work in the channel crossing on the easement (See Figure 6 inset B and C).
Page 4 of 10
PCN Form – Version 1.4 January 2009
Choose one
Choose one
Choose one
Choose one
3.29
4.Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open wat
impact num
Permanent (
Temporary
er
ber
P) or
(T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of imp ct (acres)
O1 P NA Drainage Pond 0.2
O2 - Choose one Choose
O3 - Choose one Choose
O4 - Choose one Choose
4f. Total open water impacts 0.2
4g. Comments: As part of the wetland enhancement, this pond will be removed and hydrology will be redirected towards the forested and grazed
wetlands (See Supplement and Figure 6 Inset A).
5.Pond or Lake ConstructionIf pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 P Stream Restoration HB1 No 11,575.2 5,847.3
B2 P Stream Restoration HF1 No 1,686.1 3,528.5
B3 P Stream Restoration HB3 No 36,254.6 14,628.7
B4 - Yes/No
B5 - Yes/No
B6 - Yes/No
6h. Total Buffer Impacts: 49,517.9 24,005
6i. Comments: See supplement and Figure 6 (Insets B and C) for buffer impact locations.
Page 5 of 10
D. Impact Justification and Mitigation
1.Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Supplemental Information
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Supplemental Information
2.Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3.Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5.Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form – Version 1.4 January 2009
6.Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
No diffuse flow plan is required because there is a zero increase of impervious area.

Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:

No diffuse flow plan is required because there is a zero increase of impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?

3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?

Yes No
4. DWQ Stormwater Program Review

4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No

Page 8 of 10
PCN Form – Version 1.4 January 2009
F.Supplementary Information
1.Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2.Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3.Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4.Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. NA
Page 9 of 10
PCN Form – Version 1.4 January 2009
5.Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS IPAC, Natural Heritage Program Database, and USFWS concurrence
6.Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper
7.Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC SHPO GIS Database and SHPO concurrence
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
Reaches HB3 and HB4 are located within the FEMA 100-year floodplain (Zone AE) of Hannah Creek, and approximately 200 feet of the downstream
end of Reach HB4 is located within the FEMA floodway. However, no grading or construction activities are proposed along the portions of the project
located within the FEMA floodway. Therefore, it is not anticipated that a No-Rise or CLOMR will be required for the project.
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Map Service Center
Daniel Ingram
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
02-28-2018
Date
Page 10 of 10
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PCN Supplemental Information

Hannah Bridge Stream and Wetland Mitigation Site
Nationwide Permit 27
Pre-Construction Notification

Name and address of the Applicant:
Resource Environmental Solutions
c/o Daniel Ingram
302 Jefferson Street. Suite 110
Raleigh, NC 27605

PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site

Page 2 of 8

A. Applicant Information
3a. Project Parcel and Landowner Information
Landowner Pin County
Deed Book and
Page Number Parcel Acreage
J & M HOG FARM
INC 157900-32-5319 Johnston 01316-0140 25.555
THOMPSON,
RONALD GREY 157900-22-7731 Johnston 03633 - 0723 15.328
THOMPSON, C P
JR 157900-34-5414 Johnston -- 19.880
JOHNSON, EARL
BENTON JR 157900-43-3410 Johnston 01218 - 0278 20.729
THOMPSON, C P
JR 157900-34-8390 Johnston 01432 - 0212 9.965
THOMPSON,
RONALD GREY 157900-44-5315 Johnston 03633 - 0723 28.032

B. Project Information and Prior Project History
1. Property Identification no. (tax Pin or parcel ID): See table owner information above.
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the
time of this application:
The Hannah Bridge Stream and Wetland Mitigation Site (the “Site”) is located within a watershed
dominated by agricultural land use in Johnston County, North Carolina, approximately 5 miles south
of the town of Four Oaks. The Site lies within USGS Hydrologic Unit Code (HUC) 03020201150020
(USGS, 2012) and within the North Carolina Division of Water Resources (NCDWR) Neuse River
Sub-basin 03-04-02 (NCDENR, 2005). The 2010 Neuse River Basin Plan (NRBP) identified the
Hannah Creek watershed (HUC 03020201150020) as a Targeted Local Watershed (TLW), a
watershed that exhibits both the need and opportunity for wetland, stream, and riparian buffer
restoration. The Hannah Creek watershed includes 34 square miles of watershed area, with forty-two
percent of the 102 stream miles lacking wooded buffers. Fifty-four percent of the watershed is used
for agricultural purposes and seven percent is currently developed.
The project area is comprised of two separate easement locations along multiple drainage features
that flow into Hannah Creek. The northern easement area captures a single tributary to Hannah Creek
and a portion of its headwaters. The southern easement area is separated from the northern area by an
active agricultural field, and is divided into three different areas due to a utility crossing and a culvert
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site

Page 3 of 8

crossing. The northern portion of the project contains Reach TH3, while the southern portion is
comprised of Reaches HB1, HB2, HB3, HB4, HF1, and HF2.
The site consists of agricultural fields, cattle pastures and wooded areas. The total easement area is
46.2 acres. The wooded areas along the easement corridor designated for restoration activities are
classified as mixed hardwoods. Invasive species are present throughout the wooded areas. Channels
proposed for restoration are degraded to a point where they no longer access their floodplain, lack
riparian buffers, allow livestock access, and aquatic life is not supported. Current stream conditions
along the proposed restoration reaches exhibit habitat degradation as a result of impacts from
livestock and channelization performed to promote agricultural activities. Additionally, the riparian
buffer is in poor condition throughout most of the project area where it is devoid of trees or shrubs
and active pasture is present up to the edge of the existing channel. Wetland delineations identified 13
wetlands in the project area.
The Hannah Bridge project consists of stream restoration and enhancement on tributaries that drain
directly to Hannah Creek. The project presents 6,688 linear feet of Stream Restoration, Enhancement,
and Preservation; and provide approximately 27 acres of wetland protection, re-establishment,
enhancement, and preservation.
3d. Explain the purpose of the proposed project:
The objective for this mitigation site is to restore and design natural waterways through
stream/wetland complexes with appropriate cross-sectional dimension and slope that will provide
function and meet the appropriate success criteria for the existing streams. Accomplishing this
objective entails the restoration of natural stream characteristics, such as stable cross sections,
planform, and in-stream habitat. The floodplain areas will be hydrologically reconnected to the
channels where feasible to provide natural exchange and storage during flooding events. The design
will be based on reference conditions, USACE guidance, and criteria that are developed during this
project to achieve success. Additional site objectives, such as restoring the riparian buffer with native
vegetation, ensuring hydraulic stability, and eradicating invasive species, are listed in Section 1.
3e. Describe the overall project in detail, including the type of equipment to be used:
The design approach applies a combination of analytical and reference reach based design methods
that meet objectives commensurate with both ecological and geomorphic improvements. Proposed
treatment activities may range from minor bank grading and planting to re-establishing stable
planform and hydraulic geometry. For reaches requiring full restoration, natural design concepts have
been applied and verified through rigorous engineering analyses and modeling. The objective of this
approach is to design a geomorphically stable channel that provides habitat improvements and ties
into the existing landscape.
The Site will include Priority I restoration, Enhancement Level I, Enhancement Level II, and
Preservation. Priority I restoration reaches will incorporate the design of a single-thread meandering
channel, with parameters based on data taken from the reference site described above, published
empirical relationships, NC Coastal Plain Regional Curves, and hydrologic and hydraulic analyses.
As a result of the restoration of planform and dimension, frequent overbank flows and a restored
riparian buffer will provide the appropriate hydrology and sediment transport throughout this Coastal
Plain watershed. The Site will include wetland restoration, enhancement, and preservation. Wetland
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site

Page 4 of 8

restoration will occur adjacent to Priority I stream restoration reaches. The restoration approach is to
reconnect the floodplain wetlands to the stream, fill existing ditches, rough the floodplain surface, and
plant native tree and shrub species commonly found in small stream swamp ecosystems. The wetland
enhancement treatment will primarily be excluding livestock from the pasture and currently grazed
forested, improving hydrology via pond removal and ditch plugging, and planting native tree and
shrub species
Stream Restoration Approach
Reaches HB1, HB2, HB3, and HB4
A combination of Priority I Restoration, Enhancement Level I, Enhancement Level II, and
Preservation is proposed along the primary project channel (Reaches HB1 through HB4) to address
existing impairments, particularly channelization and impacts from continued cattle access. The
watershed that drains to the upper end of the project is approximately 667 acres, and land use is
primarily agricultural and forested. Priority I Restoration is proposed for Reach HB1 which will
include relocating the channel towards the north, such that it meanders within the middle of the
valley. An existing 24-inch reinforced concrete pipe (RCP) culvert crossing near the upstream end
will be removed, and all sections of the abandoned channel will be backfilled to provide positive
drainage towards the proposed channel. A minimum of a 100-foot buffer will be established along the
majority of Reach HB1 and will be planted with native riparian vegetation. Livestock will be
excluded from the buffer with fencing installed along the easement boundary. A 30-foot easement
break is proposed near the upstream end of the reach to accommodate an existing overhead
powerline.
Enhancement Level II is proposed for Reach HB2, beginning approximately 200 feet downstream of
the confluence with HF1. The channel is stable throughout, except for a few minor areas of erosion,
and provides a variety of aquatic habitats. The riparian buffer is intact and consists primarily of
mature hardwoods; however, there are areas of invasive species located throughout the buffer.
Minimal grading and live stake planting will be required in the few areas that exhibit bank erosion.
Invasive species will be treated and removed during construction, and those areas will be replanted
with native riparian vegetation.
Priority I Restoration is proposed for Reach HB3 to address historic straightening and irregular banks
resulting from cattle impacts. The design approach will include meandering the proposed channel
within the natural valley, and backfilling the existing stream. A minimum 50-foot buffer will be
established and planted with native riparian vegetation. Because much of the buffer is devoid of
significant woody vegetation, woody debris and log grade control structures will be installed along
the bed to improve in-stream habitat and stability. Livestock will be excluded with fencing installed
along the easement boundary. There is an existing crossing located within the downstream section of
the project that will be removed.
A 40-foot easement break is proposed at the existing farm crossing located at the reach break between
HB3 and HB4. The existing culverts will be removed and replaced with 30 linear feet of 42-inch and
24-inch high-density polyethylene (HDPE) pipes. The 42-inch pipe will be buried one foot to allow
for fish passage and to convey baseflow, while the invert of the adjacent 24-inch pipe will be set two
to three inches above the channel bed elevation.
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site
Page 5 of 8
A combination of Enhancement I and Preservation is proposed for Reach HB4 downstream of the
easement break. Enhancement I is proposed for over 500 feet beginning downstream of the easement
break, and Preservation is proposed for the channel from the Enhancement I section to the confluence
with Hannah Creek. The design approach will include installing log structures at various points along
the channel to raise the channel invert within the upper section. Because the channel was previously
channelized and relocated to the west side of the valley, the proposed structures will allow flows to
frequently inundate the valley floor and existing wetlands located to the east. A floodplain bench will
also be constructed along the left bank within the enhancement section. A minimum of a 50-foot
buffer will be established along Reach HB4, and the west side of the buffer will be planted with
native riparian vegetation.
Reach TH3
Enhancement Level II is proposed on Reach TH3. The design approach on this reach will focus on
improving the riparian buffer and in-stream habitat and floodplain benching. Proposed activities
include cutting a floodplain bench along the south side of the channel along the upper reach, and
installing grade control and woody debris structures throughout to improve vertical stability and
aquatic habitat. Livestock will be excluded with fencing installed along the easement boundary. All
disturbed areas within the proposed buffer will be planted with native riparian and wetland
vegetation.
A 40-foot easement break is proposed at the existing farm crossing located at the upstream end of the
reach. The existing culvert will be removed and replaced with 24 linear feet of 24-inch HDPE pipe.
The headwaters of the reach (wetland system) located just upstream of the crossing will also be
placed under a conservation easement. All existing ditches will be filled/plugged using adjacent spoil
piles. All disturbed areas within the easement will be planted with native wetland vegetation, and
cattle will be excluded from the area by installing fencing along the easement limits.
Reach HF1
A combination of preservation and restoration is proposed for Reach HF1. The majority of the
channel is stable throughout the proposed easement and provides a variety of aquatic habitats. The
riparian buffer is intact, but invasive species (privet) are present throughout. All non-vegetated areas
within the proposed easement will be planted with native vegetation and any areas of invasive species
will be removed and/or treated. Restoration is proposed for approximately 246 feet along the
downstream end of the reach. Along this section, a channel will be constructed such that it meanders
within the natural valley to reconnect the existing reach to the proposed channel associated with
Reach HB1. Construction activities will include installing grade control structures, log toes and/or
brush toes for stability and to improve aquatic habitat.
Reach HF2
Preservation is proposed for Reach HF2. Upstream of Reach HF2 is a ditch that was deemed non-
jurisdictional by DWR, but viable to generate nutrient credits via a separate banking instrument. The
riparian buffer of Reach HF2 downstream of the ditch is intact, but invasive species (privet) are
present throughout. All non-vegetated areas within the proposed easement will be planted with native
vegetation and any areas of invasive species will be removed and/or treated.
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site
Page 6 of 8
C.Proposed Impacts Inventory
2.Wetland Impacts
2.h. Wetland Impacts Comments
Wetland impacts associated with restoration efforts occurring adjacent to the existing wetlands will be
minimized by the restoration plan. Creating a new stream channel and enhancing existing channels
will only impact wetlands slightly and will provide an overall increase in wetland function with the
addition of native trees and shrubs along the stream banks. Construction in these areas will remove
the invasive species.
4.g. Open Water Impacts Comments
Proposed wetland enhancement is located along the floodplains of the stream restoration and
enhancement reaches within the jurisdictional wetland areas. The construction of a farm pond has
2a. Wetland
Impact
Number
Permanent
(P) or
Temporary
(T)
2b. Type
of Impact
Wetland
Impacted
2c. Type of
Wetland 2d. Forested? 2e. Type of
Jurisdiction 2f. Acres
W1 P
Stream
Restoration W1
Bottomland
Hardwood
Forest No Corps 0.24
W2 T
Stream
Restoration W1
Bottomland
Hardwood
Forest No Corps 1.17
W3 P
Stream
Restoration W3
Bottomland
Hardwood
Forest No Corps 0.05
W4 T
Stream
Restoration W3
Bottomland
Hardwood
Forest No Corps 0.31
W5 P
Stream
Restoration W4
Bottomland
Hardwood
Forest No Corps 0.16
W6 T
Stream
Restoration W4
Bottomland
Hardwood
Forest No Corps 0.89
W7 P
Stream
Restoration W6
Bottomland
Hardwood
Forest No Corps 0.04
W8 T
Stream
Restoration W6
Bottomland
Hardwood
Forest No Corps 0.18
W9 P
Stream
Restoration W7
Bottomland
Hardwood
Forest No Corps 0.05
W10 T
Stream
Restoration W7
Bottomland
Hardwood
Forest No Corps 0.20
Total Wetland Impacts 3.29
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site
Page 7 of 8
altered surface drainage and placed spoil across the floodplain. As part of the wetland enhancement,
this pond will be removed and hydrology will be redirected towards the forested and grazed wetlands.
The existing pasture areas on the Site will be treated with Wetland Enhancement at a credit ratio of
2:1. A credit ratio of 3:1 is proposed for the grazed, forested wetland areas. The wetland mitigation
treatment will primarily be re-planting the disturbed pastures as forested wetlands and excluding
livestock from the pasture and currently grazed forested wetlands. Enhancement activities will
include: reconnecting low-lying areas of hydric soil with the floodplain, farm pond removal, planting
native tree and shrub species commonly found in small stream swamp ecosystems, and surface
roughening to increase infiltration and storage. For the pond removal, the pond will be drained before
breaching the dam and removing all existing PVC pipe. Per direction of the engineer, it is expected
that excess spoil from the project will be placed within the existing pond footprint. Combined with
the proposed stream restoration, these actions will result in a sufficiently high-water table and flood
frequency to support hydrophytic vegetation and wetland hydrology, resulting in enhanced riparian
wetlands.
PCN Supplemental Information - Hannah Bridge Stream and Wetland Mitigation Site
Page 8 of 8
D. Impact Justification and Mitigation
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project:
Due to the nature of this project, complete avoidance is not possible. Both stream and wetland
impacts were considered when designing the Hannah Bridge project. This project should uplift the
ecological quality of streams and wetlands on site. The existing channel length is 6,522 LF. The
proposed project will result in 6,687 LF of stream.
1a. Mitigation Type by Reach
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques:
Impacts are minimized using a staged construction approach. Where possible the channel will be
constructed prior to turning stream flow into a segment. This approach allows minimization of the
impact of each stage during the project construction. Additionally, all work in wetlands and streams
will be conducted during dry conditions and/or with mats to protect soil structure. Efforts will be
made to preserve individual high value trees located within the stream restoration area.
Reach Mitigation
Type
Existing Length
(LF)
Proposed Length
(LF)
HB1 Restoration 99 117
HB1 Restoration 1,385 1,313
HB2 Enhancement II 392 392
HB3 Restoration 1,588 1,807
HB4 Enhancement I 579 579
HB4 Preservation 228 228
HF1 Preservation 1,386 1,386
HF2 Preservation 149 149
TH3 Enhancement II 716 716
Totals 6,522 6,688
Hannah Creek WatershedTLW: 03020201150020
Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, EsriJapan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia,NGCC, © OpenStreetMap contributors, and the GIS User Community
0 2 41
Miles
Figure 1
Vicinity Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Hannah Bridge Easement
Targeted Local Watershed
Date: 11/21/2017
Drawn by: MDE
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Copyright:© 2013 National Geographic Society, i-cubed
0 1,000 2,000500
Feet
Figure 2
USGS Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Hannah Bridge Easement
Date: 11/21/2017
Drawn by: MDE
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Bb
Ly
Bb
GeB
Ra
GeB
GeB
GoA
Ly
UcB
GeB
UcB
GoA
Bb
Bb
GeB
GeB
UcB
GoA AaA
GeB
Ly
UcB
AaA
Ly
GoA
GoA
UcBUcB
Ra
UcB
0 500 1,000250
Feet
Figure 3
Soils Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Hannah Bridge Easement
Hydric Rating
Hydric (100%)
Nonhydric (0%)
Predominantly Nonhydric (1-32%)
Date: 11/21/2017
Drawn by: MDE
Document Path: C:\Users\mengel\Dropbox (RES)\@RES GIS\Projects\nc\Hannah Bridge\MXD\PCN\Figure 3 - Soils Map.mxd Review by: JRM»1 inch = 500 feet
W4
W1
W3
W13
W10
W5
W9
W2
W6
W11
W7
W8
W12
0 500 1,000250
Feet
Figure 4
Existing Conditions Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
!CCrossings
Proposed_Easement
Existing Stream Location
Existing Pond
Existing Wetland Condition
Forested- Not Disturbed
Forested-Disturbed
Non-Forested
Date: 11/21/2017
Drawn by: MDE
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[[[
[
[[[[[[[
[
[[[[[[[[[
[[[[[[[[[[[[[[[[[[
[[[[[HB2Remove farm pond
EExisting Crossings
Powerline
PPlug ditches
HB3HF1H B 1
TH3
H
F
2 HB4W1
W6
W5
W4 W3
W9
W14
W11
W14 W4
W8
NC Center for Geographic Information & Analysis, Esri, HERE, Garmin, © OpenStreetMap contributors
0 500 1,000250
Feet
Figure 5
Conceptual Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Proposed Easement
Existing Pond
Stream Mitigation
Restoration
Enhancement I
Enhancement II
Preservation
Ditch
Wetland Mitigation
Protection
Restoration
Enhancement (2:1)
Enhancement (3:1)
Preservation
Date: 7/5/2018
Drawn by: MDE
Document Path: S:\@RES GIS\Projects\NC\Hannah Bridge\MXD\PCN\Figure 5 - Conceptual Map.mxdReview by: XXXX»1 inch = 500 feet
Inset A Inset C
Inset B
0 500 1,000250
Feet
Figure 6
Impacts Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Proposed_Easement
Date: 11/22/2017
Drawn by: MDE
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HB2HB10 150 30075
Feet
Figure 6
Impacts Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Proposed_Easement
!CCrossings
Existing Top of Bank
Mitigation Approach
Proposed Center Line
Drain Pond
Impacts
Zone 1 Buffer Impacts
Zone 2 Buffer Impacts
Permanent Wetland Impact
Temporary Wetland Impact
Date: 11/21/2017
Drawn by: MDE
Document Path: C:\Users\mengel\Dropbox (RES)\@RES GIS\Projects\nc\Hannah Bridge\MXD\PCN\Figure 6 - Impacts Map_InsetA.mxdReview by: JRM»1 inch = 150 feet
Inset A
Open Water Impacts:Drain Pond 0.2 ac
W4
W1
W3
HB1HF1HB20 150 30075
Feet
Figure 6
Impacts Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Existing Top of Bank
Proposed_Easement
Wetlands
!CCrossings
Proposed Center LIne
Drain Pond
Impacts
Zone 1 Buffer Impacts
Zone 2 Buffer Impacts
Permanent Wetland Impact
Temporary Wetland Impact
Date: 7/5/2018
Drawn by: MDE
Document Path: S:\@RES GIS\Projects\NC\Hannah Bridge\MXD\PCN\Figure 6 - Impacts Map_InsetB.mxdReview by: XXXX»1 inch = 150 feet
Inset B
Wetland Impacts: W1: 0.42 ac of Permanent Impacts W2: 1.17 ac of Temporary Impacts W3: 0.05 ac of Permanent Impacts W4: 0.31 ac of Temporary Impacts W5: 0.16 ac of Permanent Impacts W6: 0.89 ac of Temporary Impacts
Stream Impacts: S1: Relocation 1,484 impacted linear feet
Stream Impacts: S2: 390 impacted linear feetW1W2
W3W4
W5W6
Buffer Impacts:B2 Zone 1 Impacts: 1,686.1 sq ftB2 Zone 2 Impacts: 3,528.5 sq ft Buffer Impacts B1 Zone 1 Impacts: 11,575.2 sq ft B1 Zone 2 Impacts: 5847.3 sq ft
W3
W4
W3
W6
W7
W6
W7
HB3
HB2HB4HB1
0 150 30075
Feet
Figure 6
Impacts Map Hannah Bridge Mitigation Site Johnston County, North Carolina
Legend
Proposed_Easement
Wetlands
!CCrossings
Proposed Center Line
Existing Top of Bank
Drain Pond
Impacts
Zone 1 Buffer Impacts
Zone 2 Buffer Impacts
Permanent Wetland Impact
Temporary Wetland Impact
Date: 7/5/2018
Drawn by: MDE
Document Path: S:\@RES GIS\Projects\NC\Hannah Bridge\MXD\PCN\Update\Figure 6 - Impacts Map_InsetC.mxdReview by: XXXX»1 inch = 150 feet
Inset C
Wetland Impacts: W7: 0.04 ac of Permanent Impacts W8: 0.18 ac of Temporary Impacts W9: 0.05 ac of Permanent Impacts W10: 0.20 ac of Temporary Impacts
Stream Impacts: S3: Relocation 1,588 impacted linear feet
Stream Impacts: S4: Temporary Impact Stream Crossing ≤ 50 linear feet
W7W8
W9W9W10 Buffer Impacts:B3 Zone 1 Impacts: 36,254.6 sq ftB3 Zone 2 Impacts: 14,628.7 sq ft
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2015-01799 County: Johnston U.S.G.S. Quad: NC -FOUR OAKS
Property Owner:
Address:
Telephone Number:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
EBX an RES company
Daniel Ingram
909 Capability Drive Suite 3100
Raleigh, NC, 27606
919 209-1062
Size (acres) 47.94
Nearest Waterway Hannah Creek
USGS HUC 03020201
Nearest Town Four Oala
River Basin Upper Neuse
Coordinates Latitude: 35.38172
Longitude: -78.415618
Location description: Proposed Hannah Bridge Mitigation Project located off of Green Pasture Road, adjacent to Hannah
Creek , south of Four Oaks, in Johnston County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, ajurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD. Please see remarks section in re and to this Jurisdictional Determination.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
_ There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
Page 1 of 2

_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years fi om the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919-554-4884 x25 or
John.T.Thomas.JRO.usace armv mil.
C. Basis For Determination: Site includes trlbalaries of Hannah
the Atlantic ocean. Creek whic/z flows to the Neuse River and on to
D. Remarks: For the purpose of mitigation bank planning,the Corps concurs with the
review request received on August 16 2016
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA 1
71, it must be received at the above address by 10/18/2016.
**It is not necessary to submit an RFti f�rin to the
correspondence.** Y
Corps Regulatory Official:
Date: August 18, 2016
if you do notAiect to the determination in this

The Wilmington District is committed to providing the highest level of support to the public. To help LIS ensure We
continue to do so, please complete our Customer Satisfaction Survey, located online at
ham.//regii latorv�usacesw vey,com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Daniel Ingram File Number: SAW -2015-01799 Date: August 18, 2016
EBX an RES company
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of ermission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of ennission) B
❑ PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
® PRELIMINARY JURISDICTIONAL DETERMINATION n
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htto:%!wwvv.usace army mil,Missions'Civilworks;Re ulatoraProgmmandPetmits asps x or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address al l of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form trust be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED
information.
You may accept or appeal the approved JD or provide new
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION Y d
ou o not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
HUUI I iviNAL wrUKMATION: The appeal is limited to a review ofthe administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: John Thomas
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room I OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to articipate in all site investipatinnc
of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, John Thomas,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

0 21
Miles
FIGURE 1
Vicinity MapHannah Bridge Mitigation Site
Johnston County, North Carolina
Legend
Prop osed Easement
TLW 03 02020 11500 20
©Document Path: C:\Users\apric_000\Dropbox\@RES Projects\North Carolina\Hannah Bridge\GIS\MXD\JD\Figure 1 - HB Vicinity Map - Copy.mxdHannah BridgeMitigation Site
Copyright:© 2013 National Geographic Society, i-cubed
0 2,0001,000
Feet
FIGURE 2
USGS Topographic MapHannah Bridge Mitigation Site
Johnston County, North Carolina
Legend
Proposed Easement
ProjectStreams
©Date: 5/27/2016
Drawn by: BPB
Checked by: DPI
Document Path: C:\Users\apric_000\Dropbox (Andrew)\@RES Projects\North Carolina\Hannah Bridge\GIS\MXD\JD\Figure 2 - HB USGS Map - Copy.mxd
0 600300
Feet
FIGURE 3
National Wetlands Inventory MapHannah Bridge Mitigation Site
Johnston County, North Carolina
Legend
Type
En hancement I
En hancement II
Resto ra tion
NWI Wetland s
©Date: 5/27/2016
Drawn by: BPB
Checked by: DPI
Document Path: C:\Users\apric_000\Dropbox (Andrew)\@RES Projects\North Carolina\Hannah Bridge\GIS\MXD\JD\Figure 3 - HB NWI Map - Copy.mxd
Bb
GeB
GeB
UcB
Ra
Ly
GeB
GeB
UcB
LaB
GoA
Ly
UcB
Ra
UcB
AaA
Pn
GeD
UcB
To
GoA
AaA
GeB
UcB
GoA
Ly GeD
Ud
UcB
Ra
GeD
0 600300
Feet
FIGURE 5
Soils MapHannah Bridge Mitigation Site
Johnston County, North Carolina
Legend
Prop osed Easement
Streams
Hydric Soils
©Date: 5/27/2016
Drawn by: BPB
Checked by: DPI
Document Path: C:\Users\apric_000\Dropbox (Andrew)\@RES Projects\North Carolina\Hannah Bridge\GIS\MXD\JD\Figure 5 - HB Soils Map - Copy.mxdSoil SymbolAaAAltavista fine sandy loam, 0 to 2 percent slopes, occasionally floodedBbBibb sandy loam, 0 to 2 percent slopes, frequently floodedGeBGilead sandy loam, 2 to 8 pe rc ent slopesGoAGoldsboro sandy loa m, 0 to 2 percent slopesLyLynchburg sandy loa m, 0 to 2 percent slopesRaRains sandy loam, 0 to 2 pe rc ent slopesUcBUchee loamy coarse sa nd, 2 to 6 percent slopes
W1
W2
W3
W6
W4
W5
W7W7
W10
W9
W8
W11W12W13
HB-1UT-1UT-5
U
T-2 UT-4GREEN PASTURE
0 450225
Feet
FIGURE 7
Exsting Conditions MapHannah Bridge Mitigation Site
Johnston County, North Carolina
Legend
Proposed Easement
Streams
Wetland Type
Non-Forested
Forested- Not DIsturbed
Forested-Disturbed
©Date: 6/22/2016
Drawn by: BPB
Checked by: DPI
Document Path: C:\Users\Brad\Dropbox (RES)\@RES Projects\North Carolina\Hannah Bridge\GIS\MXD\JD\Figure 7 - HB Existing Condition_JD.mxd
WKD PROJ. NO.: 2015020500 10/5/2017COVER1RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
302 JEFFERSON ST, SUITE 110
RALEIGH, NC 27605
VICINITY MAP
NTS
HANNAH BRIDGE STREAM MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
LOWER HANNAH CREEK: HUC 030202011302
OCTOBER 2017
300 600300150
HORIZ. 1 inch = 300ft.COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING NUMBER:PLOT DATE:DRAWING TITLE:PROJECT NAME:community infrastructure consultants720 CORPORATE CENTER DRIVERALEIGH, NC 27607(t)919-782-0495(f)919-782-9672WWW.WKDICKSON.COMLICENSE NO.FILE PATH:O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT COVER.dwgO:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT COVER.dwg, BCARROLL, 10/5/2017 2:41:09 PMPROFESSIONAL SEAL PROJ. DATE:PROJ. MGR.:PRINCIPAL.:CAD TECH:Q.C.:Q.C. DATE:REV RECORD:
DESCRIPTIONBY DATE
REV RECORD:
NOTICE TO CONTRACTOR
PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH
THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE PLANS
OR NOT. CALL "811" A MINIMUM OF 72 HOURS PRIOR TO DIGGING OR
EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED RESULTING FROM
CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
DESCRIPTIONBY DATE JUN 2016MSFEB 2016FMMSSWDRAWING LIST TABLE
DRAWING NUMBER DRAWING TITLE
1 COVER
A1 OVERALL AERIAL
E1 EXISTING CONDITIONS INDEX
E2 EXISTING CONITIONS
E3 EXISTING CONITIONS
S1 REACH HB
S2 REACH HB
S3 REACH HB
S4 REACH HB
S5 REACH HB
S6 REACH HB
S7 REACH HB
S8 REACH HB
S9 REACH HB
S10 REACH HB
S11 REACH HF1
S12 REACH HF1
S13 REACH HF1
S14 REACH TH3
S15 REACH TH3
W1 WETLAND ENHANCEMENT
W2 WETLAND ENHANCEMENT
F1 FENCING PLAN
P1 PLANTING PLAN
P2 PLANTING PLAN
M1 MONITORING PLAN
D1 DETAILS
D2 DETAILS
D3 DETAILS
D4 DETAILS
D5 DETAILS
D6 DETAILS
0
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_OVERALL.dwg - October 5, 2017 - Ben Carroll
200 400
200
---- ---- ----OVERALL AERIAL2015020500
MS
JUN 2016
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINANC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:
DWG E2
DWG E3
GREEN PASTUR
E

R
O
A
DMA
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E
MA
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O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT EXIST COND.dwg - October 5, 2017 - Ben Carroll
200 400
200
---- ---- ----EXISTING CONDITIONS INDEX2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINANC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:MS
JUN 2016
MATCH LINE SEE DRA
WIN
G E3
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100 200
100
---- ---- ----EXISTING CONITIONS2015020500
MS
JUN 2016
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINANC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
LEGEND
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O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT EXIST COND.dwg - October 5, 2017 - Ben Carroll
100 200
100
---- ---- ----EXISTING CONITIONS2015020500
MS
JUN 2016
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINANC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
LEGEND
TB TB
TBTBTBTB TBTBTBTBT
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
T
B
TBTBTB TB
TB TBTBTB TBTB
TBTBTB
TBTBPP
BBBBBBBBB
B
BBBBBBBB BB
BBBBBBBB BB
B
B
BBBB
BB BB
BB BBBBBB
BB
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBEUGENE A. LEE DB
519, PG 506
OHPOHPOHPOHPOHPOHPOHPOHPOHP24"GT
24"T
15"GT
18"GT
15"OT
12"T
18"GT 15"GT
12"T
12"GT 15"OT 15"GT
18"OT
24"T15"GT
18"GT12"GT
15"GT
18"GT15"GT
20"GT
20GT
20"OT
24"GT
18"GT 15"MT
18"GT 20"T
18"OT15"OT
24"GT
15"OT
15"GT
18"OT
18"OT
FILL EXISTING CHANNEL.
SEE DWG D20+001+00
2+
0
0
3+00
4+
0
0 5+00MATCH LINE 4+50S2SCALE: HOR 1"=30'; VERT 1"=3'
115
117
120
123
126
129
132
135
115
117
120
123
126
129
132
135
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
LOG GRADE CONTROL
STA 0+29
ELEV 125.58
LOG GRADE CONTROL
STA 2+93
ELEV 124.44
LOG SILL
STA 2+03
ELEV 124.91
STA 0+47.34 ELEV 125.46STA 0+59.04 ELEV 124.97STA 0+66.39 ELEV 124.95STA 0+76.09 ELEV 125.42STA 0+88.13 ELEV 125.28STA 1+01.85 ELEV 124.83STA 1+22.49 ELEV 124.76STA 1+32.15 ELEV 125.23STA 1+62.31 ELEV 125.00STA 1+72.97 ELEV 124.59STA 1+81.35 ELEV 124.56STA 1+88.22 ELEV 125.04STA 2+16.68 ELEV 124.45STA 2+30.07 ELEV 124.40STA 2+38.49 ELEV 124.87STA 2+64.32 ELEV 124.53STA 3+01.19 ELEV 124.17STA 3+24.75 ELEV 124.09STA 3+33.64 ELEV 124.56STA 3+51.02 ELEV 124.42STA 3+64.83 ELEV 123.76STA 3+87.10 ELEV 123.68STA 3+96.79 ELEV 124.35STA 4+10.65 ELEV 124.21STA 4+25.99 ELEV 123.82STA 4+43.60 ELEV 124.09LOG SILL
STA 4+35
ELEV 124.20
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
MS
JUN 2016
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINANC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TBTB
TB
TB
TB
TB
T
B
T
B
TB
TB
TB
T
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB
BB
BBB
B
BB
BB
BBBB
BB
BB
BBBBBBBBBB15"OT
18"OT15"GT
15"MT
20"T
EIP
EIP
15"T
18"T
15"T
18"T
FIL
L

E
X
I
S
T
I
N
G

C
H
A
N
N
E
L
.
SE
E

D
W
G

D2
FILL EXISTING CHANNEL.
SEE DWG D2
4+
0
0
5+006
+
0
0
7+00
8+00
9+00
MATCH LINE 4+50S1MATCH LINE 9+00S3SCALE: HOR 1"=30'; VERT 1"=3'
115
117
120
123
126
129
132
135
115
117
120
123
126
129
132
135
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00STA 4+74.69 ELEV 123.59STA 4+87.07 ELEV 124.05STA 5+59.86 ELEV 123.19STA 5+75.75 ELEV 123.14STA 5+86.17 ELEV 123.70STA 5+99.66 ELEV 123.55STA 6+17.09 ELEV 123.61STA 6+53.49 ELEV 123.01STA 6+62.58 ELEV 123.47STA 6+93.26 ELEV 122.79STA 7+09.79 ELEV 122.69STA 7+20.68 ELEV 123.27STA 7+86.61 ELEV 122.55STA 7+94.58 ELEV 123.02STA 8+50.44 ELEV 121.90STA 8+60.04 ELEV 122.40STA 8+69.56 ELEV 122.33STA 7+43.47 ELEV 123.10STA 8+80.30 ELEV 122.06STA 8+90.30 ELEV 122.29STA 8+24.87 ELEV 121.97STA 6+24.31 ELEV 123.53STA 6+35.08 ELEV 123.08STA 7+70.54 ELEV 122.60STA 8+94.68 ELEV 122.25STA 5+07.42 ELEV 123.87STA 5+23.51 ELEV 123.47STA 5+35.76 ELEV 123.87STA 4+53.44 ELEV 123.67STA 6+09.03 ELEV 123.24DOUBLE LOG DROP
STA 8+15
ELEV 122.95
LOG SILL
STA 5+48
ELEV 123.74
LOG JHOOK
STA 6+81
ELEV 123.30
DOUBLE LOG DROP
STA 8+21
ELEV. 122.66
EXISTING GRADE ALONG
STREAM CENTERLINE PROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBTBTBTB TBTB
TB
TB
TBTB
BB BBBBBBBBBBBBBBBBBBBBBBBBBBBB18"GT
20"T
EIP
12"T
EIP
16"PT
12"T
15"PT
12"MT15"PT
15"T
18"PT 12"T
18"T15"T
24"PT
12"T
15"PT
12"PT
12"GT
18"PT
18"PT
12"MT 12"GT
12"T
12"T
15"T
14"GT
14"PT
20"T
18"T
14"T
15"T16"T
12"T
12"PT
12"T
14"PT
12"PT
12"T
18"T
15"MT
24"T
15"GT
18"GT
15"T
12"PT
14"PT
16"PT
12"T 14"PT 12"PT
18"PT
24"PT
12"PT
12"OT
14"PT
14"PT 14"PT
15"T
15"T
15"T
12"T
18"T
22"GT
EAX
FILL EXISTING CH
A
N
N
E
L
.
FILL EXISTING CHANNEL.
SEE DWG D2
FILL EXISTIN
G

C
H
A
N
N
E
L
.
SEE DWG
9+00
10+00 11+0012+00
13+
0
0
16+15
14+0015+0016+00REACH HF1
P1 RESTORATION
(SEE DWG S13)MATCH LINE 9+00S2MATCH LINE 13+00S4SCALE: HOR 1"=30'; VERT 1"=3'
109
111
114
117
120
123
126
129
109
111
114
117
120
123
126
129
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00STA 9+09.48 ELEV 121.81STA 9+16.27 ELEV 122.23STA 9+26.63 ELEV 121.39STA 9+43.09 ELEV 121.33STA 9+77.55 ELEV 121.19STA 9+90.50 ELEV 121.15STA 9+99.52 ELEV 121.65STA 10+04.75 ELEV 121.59STA 10+24.83 ELEV 121.58STA 10+31.96 ELEV 121.52STA 10+40.60 ELEV 121.04STA 10+46.99 ELEV 121.04STA 10+55.01 ELEV 121.49STA 10+66.60 ELEV 121.42STA 10+95.04 ELEV 121.34STA 11+50.31 ELEV 121.18STA 11+91.14 ELEV 120.54STA 12+25.28 ELEV 120.94STA 12+32.87 ELEV 120.87STA 12+43.06 ELEV 120.63STA 10+80.09 ELEV 120.91STA 12+05.27 ELEV 120.51STA 9+01.95 ELEV 121.83STA 9+56.17 ELEV 121.80STA 10+16.14 ELEV 121.30STA 11+10.62 ELEV 121.25STA 11+23.63 ELEV 120.69STA 11+41.30 ELEV 120.66STA 12+52.80 ELEV 120.85STA 12+99.95 ELEV 120.01STA 12+68.90 ELEV 120.07LOG GRADE CONTROL
STA 11+69
ELEV 121.00
LOG SILL
STA 12+64
ELEV 120.75
LOG SILL
STA 9+68
ELEV 121.63
LOG SILL
STA 9+21
ELEV 122.21
PROPOSED
TOP OF BANK
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBTBTBTB TBTBTB
TB TBTB
TB
TB
TB
T
B TBTB
T
B
T
B
TB
TB
TB
TB TBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBEARL BENTON JOHNSON, JR. LOIS
T. JOHNSON DB 1218, PG 278 PB
35, PG 265
12"GT
12"T
12"T
15"T
14"GT
14"PT
20"T
14"T
15"T
16"T
12"T
12"PT
12"T
14"PT
12"PT
12"T
14"T
12"GT
14"T
16"PT
12"PT
12"PT
14"T
16"PT 14"PT
14"PT
12"PT
16"PT
14"PT
15"PT
14"PT
15"PT
15"PT
16"PT
14"T
12"PT
12"PT
16"PT
12"T
18"T
15"MT
24"T
12"T
14"T
15"T
12"PT 24"PT
12"OT
14"PT
14"PT 14"PT
12"OT
12"OT12"PT
14"PT
12"OT
12"GT
16"GT
16"GT
15"T
15"T
15"T
12"T
18"T
12"GT
14"T
12"T
16"GT
12"GT
14"GT
14"PT20"PT
EIS
12"GT
20"OT 24"PT
18"PT
14"PT
14"PT
16"PT
12"PT
16"PT
18"PT
18"PT
12"PT
14"OT
12"PT
12"T
22"GT
12"GT
24"T12"T36"PT
12"GT
14"GT 12"GT
16"PT
24"T
12"PT
16"PT
14"OT
20"GT
14"GT
20"OT
14"PT
12"T
14"PT
12"PT
12"PT
12"PT
16"PT
16"PT
22"PT
FILL EXISTING CHANNEL.
SEE DWG D2
13+00
1
4
+
0
0
15+00
16+
0
0
17+00 18+0019+0016+15 MATCH LINE 13+00S3M
A
T
C
H

L
I
N
E

1
8
+
0
0
S
5
SCALE: HOR 1"=30'; VERT 1"=3'
110
111
114
117
120
123
126
129
110
111
114
117
120
123
126
129
13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
LOG GRADE CONTROL
STA 14+18
ELEV 120.07
STA 13+08.83 ELEV 120.46STA 13+62.30 ELEV 119.79STA 13+73.67 ELEV 120.26STA 13+82.68 ELEV 120.19STA 13+97.85 ELEV 119.75STA 14+05.13 ELEV 120.14STA 14+25.82 ELEV 119.78STA 13+18.08 ELEV 120.39STA 13+25.06 ELEV 120.11STA 13+34.74 ELEV 120.38STA 13+47.47 ELEV 120.25LOG SILL
STA 16+61
ELEV 119.47
PROPOSED
TOP OF BANK
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBT
B
TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB TB
TBTB
TB
TB
TB
TB
TB
TB
TB
TBT
B
T
B
TB TBTBTBTBTBTBTBTBTB BBBBBBBBBBBBB
B
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BB12"GT
12"GT
14"GT
14"PT
20"PT
12"GT
24"PT
18"PT
14"PT
14"PT
16"PT
12"PT
16"PT
18"PT
18"PT 12"PT
14"OT
14"PT 12"PT
12"PT
12"PT
16"PT
12"PT
12"PT 12"GT 18"PT
16"PT
16"PT
22"PT
14"T
14"T
26"GT14"GT
26"GT 12"T
EIP
12"MT
FILL EXISTING CHANNEL.
SEE DWG D2
18+00
19+00
20+00 21+00
2
2
+
0
0
2
3
+
0
0
MATCH LINE 18+00S4MATCH LINE 22+50S6SCALE: HOR 1"=30'; VERT 1"=3'
105
108
111
114
117
120
123
105
108
111
114
117
120
123
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50STA 18+42.24 ELEV 118.10STA 18+48.91 ELEV 117.72STA 18+57.60 ELEV 117.69STA 18+64.08 ELEV 118.04STA 18+70.14 ELEV 117.93STA 19+21.11 ELEV 117.84STA 19+27.65 ELEV 117.77STA 19+37.37 ELEV 117.31STA 19+51.14 ELEV 117.25STA 19+59.79 ELEV 117.72STA 20+09.21 ELEV 116.95STA 20+19.89 ELEV 117.52STA 20+78.03 ELEV 117.33STA 21+01.31 ELEV 117.17STA 21+13.14 ELEV 116.65STA 21+48.13 ELEV 117.10STA 18+87.98 ELEV 117.95STA 18+79.84 ELEV 117.58STA 19+76.36 ELEV 117.62STA 20+63.69 ELEV 117.02STA 19+07.22 ELEV 117.39STA 19+14.89 ELEV 117.36STA 19+90.82 ELEV 117.00STA 21+38.48 ELEV 116.57STA 21+87.27 ELEV 116.37STA 22+16.16 ELEV 116.30STA 22+27.34 ELEV 116.83LOG GRADE CONTROL
STA 18+99
ELEV 117.82
LOG SILL
STA 20+43
ELEV 117.41
LOG SILL
STA 21+69
ELEV 116.98
LOG JHOOK
STA 22+44
ELEV 116.73
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TB
TB
T
B
T
B
TB
TB
TB
TB TB TB
TB
TB TB TB TBTB
T
BTBTBTB
TB TB
TBTBTBTBTBTBTBTBTBT
B
TBTBTBTBTBTBTBTBTB
TBTBTBTBTBTBT
B
TBBBBBBBBBBBBB
BB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
T
B
TB TB
TBTBTBTBTBTBTBT
BTBTB GATE
GATE
B
B
B
B
B
B
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
B
B
B
BB
BB
BB
BB
BB BB
BB
BB BB BB
BB
B
B
B
B
14"T
14"T 26"GT
14"GT26"GT
12"T
EIP
14"T
12"T
FILL
E
XI
S
TI
N
G
C
H
A
N
N
E
L.
22+
0
0
23+0
0
24
+
0
0
25+0026+00
27+00FILL EXISTING CHANNEL.
SEE DWG D2MA
T
C
H

L
I
N
E

2
2
+
5
0
S
5
MATCH LINE 27+00S7SCALE: HOR 1"=30'; VERT 1"=3'
105
108
111
114
117
120
123
105
108
111
114
117
120
123
22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00STA 22+54.71 ELEV 116.25STA 22+69.49 ELEV 116.21STA 22+78.50 ELEV 116.68STA 22+91.06 ELEV 116.54STA 23+01.41 ELEV 116.19STA 23+35.20 ELEV 116.04STA 25+16.55 ELEV 115.27STA 25+26.00 ELEV 114.77STA 25+62.98 ELEV 115.25STA 26+18.76 ELEV 114.57STA 26+37.71 ELEV 114.43STA 26+48.29 ELEV 113.92STA 26+70.13 ELEV 113.84STA 26+80.11 ELEV 114.38STA 24+91.58 ELEV 115.48STA 23+07.92 ELEV 116.57STA 25+94.44 ELEV 114.07STA 25+53.39 ELEV 114.75STA 23+54.63 ELEV 115.99STA 23+61.45 ELEV 116.40STA 23+86.07 ELEV 116.22STA 23+95.08 ELEV 115.80STA 24+11.55 ELEV 115.75STA 24+20.70 ELEV 116.20STA 24+41.01 ELEV 115.09STA 24+80.91 ELEV 114.92LOG SILL
STA 25+89
ELEV 115.10
DOUBLE LOG DROP
STA 24+31
ELEV 116.20
DOUBLE LOG DROP
STA 24+37
ELEV. 115.88LOG SILL
STA 23+27
ELEV 116.48
EXISTING GRADE ALONG
STREAM CENTERLINEPROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TB TBTB
TB
TB TB TB
TB TB TB TB
TB
TB
TB
TB
TBTBTBTBTBTBTBT
B
T
B
TBTBTB
TBTBTBTBTBTBTBTBTBT
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBB
BB
BB
BB
BB
BB
BB BB
BB
BB
BB
BB
BB
BBBBBBBBBBBBBBBB12"PT
24"OT
16"PT 16"T
BOTTOM OF POND N
O
T

S
U
R
V
E
Y
E
D
(APPEARS TO BE 8'

T
O

9
'

I
N

P
L
A
C
E
S
)
WATER ELEVATION =

1
1
7
.
8
8
'

(
4
-
2
0
-
1
6
)
FILL EXISTING CHANNEL.
SEE DWG D2
27+
0
0
28+0
0
29+00
30+0
0
31+00 32+00FILL EXISTING
C
HAN
NEL.SEE DW
G D2CONSTRUCT SWALE.
SEE SWALE TYPICAL
SECTION THIS DWG.MATCH LINE 27+00S6MATCH LINE 31+50S8SCALE: HOR 1"=30'; VERT 1"=3'
102
105
108
111
114
117
120
102
105
108
111
114
117
120
27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50STA 27+19.75 ELEV 113.71STA 27+64.88 ELEV 114.10STA 27+93.73 ELEV 113.43STA 28+08.93 ELEV 113.39STA 28+17.24 ELEV 113.93STA 28+27.01 ELEV 113.86STA 28+43.81 ELEV 113.39STA 28+57.20 ELEV 113.80STA 28+95.45 ELEV 112.91STA 29+03.08 ELEV 113.35STA 29+25.97 ELEV 113.20STA 29+98.29 ELEV 113.06STA 30+30.02 ELEV 112.47STA 30+41.13 ELEV 112.92STA 30+70.52 ELEV 112.34STA 30+97.93 ELEV 112.73STA 31+22.79 ELEV 112.58STA 31+38.40 ELEV 112.13STA 29+37.56 ELEV 112.78STA 29+53.20 ELEV 112.70STA 29+60.26 ELEV 113.18STA 27+56.01 ELEV 113.63STA 28+73.39 ELEV 113.68STA 29+72.30 ELEV 113.08STA 29+79.16 ELEV 112.62STA 29+91.39 ELEV 112.57STA 30+88.53 ELEV 112.27STA 28+82.09 ELEV 112.97LOG SILL
STA 27+11
ELEV 114.12
DOUBLE LOG DROP
STA 28+73
ELEV 113.72
DOUBLE LOG DROP
STA 28+79
ELEV. 113.24
LOG JHOOK
STA 27+84
ELEV 113.97
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA5.0'
SWALE
TYPICAL SECTION
℄
0.5'
10.0'
TB
TB
TB TB
TB TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBGATE
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TB
TB
TB
TB
TB
TB
TB
T
B
TBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TB
TB
TB
TBTBTBTBTBT
B
T
B
T
B
TB
TB
PATH
BBBBBBBBBBBBBB
BB
BB
BB BB BB BB
BBBBBBBBBBB
B
BBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB
BB
BB
BBBBBBB
B
BB
BB
BB
BB
BB BBBBBBBBBBBBBBBBEUGENE STEWART
LAURA A. STEWART
DB 656, PG 553
C.P. THOMPSON, JR.
EVELYN H. THOMPSON DB
3633, PG 723
12"PT
24"OT
16"PT
16"PT
16"T
EIP
EIP
14"T
12"GT
18"MT
3
0
+
0
0
31
+
0
0
32+0033+00
34+003
5
+
0
0
36+0
0MATCH LINE 31+50S7MATCH L
INE
36+00S9SCALE: HOR 1"=30'; VERT 1"=3'
102
105
108
111
114
117
120
102
105
108
111
114
117
120
31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
LOG GRADE CONTROL
STA 31+87
ELEV 112.39
LOG SILL
STA 34+16
ELEV 111.78
STA 31+55.79 ELEV 112.08STA 31+67.34 ELEV 112.54STA 32+13.21 ELEV 111.85STA 32+64.34 ELEV 112.15STA 33+18.89 ELEV 111.58STA 33+73.29 ELEV 111.23STA 33+93.01 ELEV 111.17STA 34+06.66 ELEV 111.83STA 34+37.30 ELEV 111.11STA 34+54.53 ELEV 111.07STA 34+66.39 ELEV 111.65STA 34+80.22 ELEV 111.50STA 34+91.73 ELEV 111.18STA 33+30.11 ELEV 112.05STA 32+30.22 ELEV 112.36STA 32+88.23 ELEV 111.63STA 33+60.38 ELEV 111.78STA 35+13.85 ELEV 111.52STA 34+27.22 ELEV 111.60STA 35+55.02 ELEV 111.40EXISTING GRADE ALONG
STREAM CENTERLINE PROPOSED
TOP OF BANK
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTB
T
B
TB
TBT
B
TBTB TB TB TB TB TB
TBTBTBTBTBTBTBTBTBTB TBTBTB
TB
TB
TB
TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB PATHBBBBBBBBBBBBBBBBB
B
BB
BB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBB
BB
BB
BB
BB
BB BBBB BB BB BB BB BB
EUGENE STEWART
LAURA A. STEWART
DB 656, PG 553
EIP
12"GT
18"MT
12"T
12"T
12"T
12"MT
12"T
12"MT
18"T
18"T 12"T
FILL EXISTING CHANNEL.
SEE DWG D235+0036
+
0
0
37+0
0
38+00
39+00
40+00
41+00
MATCH LINE 36+00S8MATCH LINE 41+00S10SCALE: HOR 1"=30'; VERT 1"=3'
99
102
105
108
111
114
117
99
102
105
108
111
114
117
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00
LOG SILL
STA 37+34
ELEV 110.70
BRUSH BED SILL
STA 39+20
ELEV 110.00
PROPOSED 30 LF OF
24 INCH CORRUGATED HDPE PIPE @ 0.83%STA 36+35.73 ELEV 111.19STA 36+48.61 ELEV 111.15
STA 36+78.69 ELEV 110.89
STA 37+39.62 ELEV 109.83PROPOSED 30 LF OF
42 INCH CORRUGATED HDPE PIPE @ 0.87%
BRUSH BED SILL
STA 40+41
ELEV 109.90
EXISTING GRADE ALONG
STREAM CENTERLINE
PROPOSED
CHANNEL BOTTOM
3.5 5.0 3.5
6.5 3.5
2.1
12.0
12.0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
℄
2.5 3.6
TYPICAL SHALLOW CROSS SECTION
6.53.5
12.0
℄
1.6
12.2
TYPICAL LEFT MEANDER CROSS
SECTION
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINAS10
TB
TB
TB
TB TB TB
TB
TB
T
B
TB
TB TB TB TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB1
2
"
T TBTB HANNAH CREEKBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB
BB BB
BB
BB
BBB
B
BB
BB BBBB3633, PG 723
JAMES KEVIN MASSENGILL
JAMES BRYSON MASSENGILL DB
3938, PG 696
EUGENE STEWART
LAURA A. STEWART
DB 656, PG 553
18"T
18"T
18"T
12"T
12"T
15"T
12"T
12"T
20"T
24"T
12"T
12"T
12"T
15"T
15"T
12"T
18"T
18"T
12"T
15"T
15"T
12"T
24"T
12"T
30"T
20"T
12"T 15"T 24"T
12"T
15"T20"T12"T
12"T
12"T
12"T
12"T
12"T
18"T
12"T
12"T
12"T
12"T
24"T
20"T
16"T
18"T
45+06
41+00
42+00
43
+
0
0
44+00
45+0
0MATCH LINE 41+00S9SCALE: HOR 1"=30'; VERT 1"=3'
100
102
105
108
111
114
117
120
100
102
105
108
111
114
117
120
41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00
BRUSH BED SILL
STA 42+20
ELEV 109.90
EXISTING GRADE ALONG
STREAM CENTERLINE
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HB.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HB2015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB TBTB
TB
TB
T
B
TB
TB
TB
TBTB
TB
TB
TB
TB
TBTBTBTBTBTBTB
TB
TB TBTB
TB TBTBTB
TB
TB
TB TBTBBB
BBBBBBBBBBBBBBBBBBBBBB BB
BB
BB
BB
BB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB
BB
BB
BB
B
B
BBBB
BB BB BBBB
BB
BB
BB
BB BBBB
BB
BB
2+00
3+00
4+005+00 6+007+00
7+90
6+007+00 MATCH LINE 6+50S12SCALE: HOR 1"=30'; VERT 1"=3'
120
123
126
129
132
135
138
141
120
123
126
129
132
135
138
141
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HF2.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HF12015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TBT
B
TB TB TBTBTBTBTB
TBTB
TB
TB
TB TBT
B
TB TB
TB
TB
TB TB
TB
TB
TB
TB
TBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB BBBB
BB BB
B
B
BB
BB
BB
BB
BB
B
B
BB
BB
EIP
7+00
8+00
9+
0
0
10
+
0
0
11+00
7+90 MATCH LINE 6+50S11SCALE: HOR 1"=30'; VERT 1"=3'
117
120
123
126
129
132
135
138
117
120
123
126
129
132
135
138
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HF2.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HF12015020500
MS
JUN 2016
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TBTBTBTBTBTBTBTBTBTBTBTBTB TB
TB
TB
TB TB TBTB
TB
TB
TBTB
TB
TB
TB TB
T
B
TBTBTBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
BB
EAX
11+00
12+
0
0 13+0014+00
15+00
16+00 16+15
11+00
12+00MATCH LINE 11+50S12SCALE: HOR 1"=30'; VERT 1"=3'
112
114
117
120
123
126
129
132
112
114
117
120
123
126
129
132
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+20
LOG SILL
STA 13+28
ELEV 123.44
DOUBLE LOG DROP
STA 15+76
ELEV 121.81
LOG SILL
STA 15+51
ELEV 122.23
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT HF2.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH HF12015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA4.0 1.0
6.0
TYPICAL RIGHT MEANDER CROSS SECTION
℄
℄
1.5 1.5
TYPICAL SHALLOW CROSS SECTION
4.01.0
6.0
℄
0.7
6.0
TYPICAL LEFT MEANDER CROSS
SECTION
TBTBTBTBTBTBTBTBTBTB TBTBTB
TB
TB TBTBTBTBTBTBGATE GATE GATEPATHGATETB T
B
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB
TB
TB
TB TB TB TB TB TB
TB TBTB
PATH
BBBBBBBBBBBB
BBBB BBBB
BBBB
BB
BB
BBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BB
BB
BB BB BB BB BB BB BB
BB
BB BBBB
C.P. THOMPSON, JR.
EVELYN H. THOMPSON DB
1432, PG 212
24"T
18"T
EIS
24"T
0+00
1+00
2+00
3+00 4+00 5+00M
A
T
C
H

L
I
N
E

5
+
0
0
S1
5
SCALE: HOR 1"=30'; VERT 1"=3'
106
108
111
114
117
120
123
126
106
108
111
114
117
120
123
126
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
BRUSH BED SILL
STA 4+37
ELEV 116.21
BRUSH BED SILL
STA 4+64
ELEV 115.38
LOG SILL
STA 1+90
ELEV 119.20
LOG SILL
STA 3+00
ELEV 118.30
LOG SILL
STA 4+00
ELEV 116.90
LOG SILL
STA 3+50
ELEV 117.60
30' LF 18" Corrugated HDPE Pipe @ 0.17%
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT TH2.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH TH32015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
TBT
B
TB TB
T
BTBTBTBTBT
B
TBTBTBT
B
T
B
TB
TB TB
TB TB
TB TB
TBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTB
TB
TB TB
TB
P
A
T
H
BBBBBBBBBBBBBBBBBBBBBBBBB
B
B
B
BB
BB
BB
BB
BB BB
BB
BB
BB
BB
C.P. THOMPSON, JR.
EVELYN H. THOMPSON DB
3633, PG 723
JAMES KEVIN MASSENGILL
JAMES BRYSON MASSENGILL DB
3938, PG 696
15"T
15"T
24"T
15"T
15"T15"T
15"T
12"T
24"T
12"T
15"T
12"T 18"T
15"T
12"T
12"T
15"T
15"T
15"T
12"T 12"T
12"T
12"T
12"T
15"T
36"T
15"T
15"T
20"T
18"T
12"T
4+
0
0
5+00
6+00
7+00 7+79MATCH L
INE
5+00S14SCALE: HOR 1"=30'; VERT 1"=3'
102
105
108
111
114
117
120
123
102
105
108
111
114
117
120
123
5+00 5+50 6+00 6+50 7+00 7+50 7+79
BRUSH BED SILL
STA 5+24
ELEV 114.54
BRUSH BED SILL
STA 5+72
ELEV 113.78
BRUSH BED SILL
STA 5+94
ELEV 113.25
O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA_SHT TH2.dwg - October 5, 2017 - Ben Carroll
30 60
30
---- ---- ----REACH TH32015020500
FEB 2016 PERMITTING - NOT FOR CONSTRUCTION10/5/2017NC. LICENSE NO. F-0374
community infrastructure consultants
Transportation
Urban Development Geomatics
Water Resources+
+
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
0
FULL SCALE: 1"=
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
2" = FULL SCALE
1" = HALF SCALE
FILE NAME:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.DRAWING TITLE:PROJECT NAME:PROJ. N0.:
DRAWING NUMBER:
PROJ. DATE:
Q.C. DATE:
Q.C.:OWNER / 24 HR CONTACT:ADDRESS:PHONE:MOBILE:DESCRIPTIONMARK DATEREVISIONS:RELEASED FOR:PLOT DATE:TB
50
50
42
MS
JUN 2016HANNAH BRIDGE STREAM MITIGATION PROJECTJOHNSTON COUNTY, NORTH CAROLINA
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT PLANTING.dwg - October 5, 2017 - Ben Carroll
VVK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
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(fl 919.782.9672
www.wkdickson.com
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ALL AREAS
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LEGEND
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WETLAND RESTORATION
+ /
GENERAL WETLAND NOTES:
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1. PLUG/FILL ALL DITCHES AND REMOVE BERMS/SPOIL
WETLAND
ENHANCEMENT -HIGH
\ Is
PILES LOCATED WITHIN WETLAND ENHANCEMENT - HIGH
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AREAS.
2. ALL WETLAND ENHANCEMENT AREAS LOCATED WITHIN
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ACTIVE PASTURES ARE TO BE PLANTED WITH WETLAND
INSERT A
VEGETATION. SEE PLANTING PLAN SHEETS P1 AND P2.
WETLAND PRESERVATION
SCALE 1:30
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT PLANTING.dwg - October 5, 2017 - Ben Carroll
VVK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
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1 " = HALF SCALE
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PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
w 1
PROJ. NO.:
2015020500