20120443 Ver 4_401 Application_20170617

Kimley>»Horn
May 3, 2017
Mr. David Bailey
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
RE: Nationwide Permit 27 Application — South Buffalo Creek Habitat and Water Quality
Improvement Project, Phase IV
City of Greensboro, Guilford County, North Carolina
Dear Mr. Bailey and Ms. Higgins:
On behalf of the City of Greensboro, Kimley-Horn is submitting the attached application for
authorization under Nationwide Permit (NWP) 27 for the above referenced project. The proposed
project is a continuation of a larger project implemented to improve the water quality and habitat
within the South Buffalo Creek (SBC) watershed. The purpose of this phase is to improve the water
quality functions of South Buffalo Creek and its floodplain, enhance and protect the natural
ecosystem and riparian community, and improve aquatic and terrestrial habitat by implementing
additional improvements to the mainstem of SBC. Habitat structures, such as rock and log vanes, will
provide aquatic habitat and habitat diversity by providing an improved riffle/pool sequence, and grade
control and bank stabilization measures will reduce erosion
Temporary impacts will occur to Piedmont Creek, stream S3, and adjacent floodplain wetlands to
allow for construction access to South Buffalo Creek. Temporary impacts will also occur to the
riparian buffer of South Buffalo Creek due to construction access. In areas where construction access
crosses streams and wetlands timber and mud mats will be utilized to minimize impacts. All areas
impacted by construction access will be restored to pre -construction conditions and replanted.
The following information is included as part of this application:
• PCN Application Form
• Signed Agent Authorization
• Map Figures
• Permit Impact Figures
• Stream and wetland data forms
• Preliminary JD Request
• Plan Sheet
• Check for DWR Water Quality
Certification Fee of $570.00

Kimley>»Horn
If there is any additional information you need to assist in the processing of this NWP application,
please do not hesitate to contact me at 919-677-2104 or [e-mail].
Sincerely,
Ross Sullivan
PWS, ISA Certified Arborist

W�A Tf€q G
Q�Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El 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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
South Buffalo Creek Habitat and Water Quality Improvement Project; Phase IV
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Greensboro
3b.
Deed Book and Page No.
(City will secure easements)
3c.
Responsible Party (for LLC if
applicable):
City of Greensboro, Water Resources Department
3d.
Street address:
2602 S. Elm -Eugene Street
3e.
City, state, zip:
Greensboro, NC 27406
3f.
Telephone no.:
336-373-2055
3g.
Fax no.:
336-412-6305
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Ross Sullivan, PWS
5b. Business name
(if applicable):
Kimley-Horn
5c. Street address:
421 Fayetteville Street, Suite 600
5d. City, state, zip:
Raleigh, NC 27601
5e. Telephone no.:
919-677-2104
5f. Fax no.:
919-677-2050
5g. Email address:
[e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
7863123816
7863124486
78632276877863239113
1a.
Property identification no. (tax PIN or parcel ID):
7853938241
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.034902 Longitude: - 79.806256
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
8.6 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
South Buffalo Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
WS -V; NSW
2c.
River basin:
Cape Fear
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:
The South Buffalo Creek Water Quality and Habitat Improvement Project; Phase IV (Project) is located within the city
limits of Greensboro, North Carolina between Farragut Street and Randleman Road in Guilford County. The study area
consists of approximately 8.6 acres of forested land that is intersected by gravity sewer utility line corridors. The study
area is situated between high density residential neighborhoods to the north and commercial development to the south.
Land use in the vicinity of the project area is composed primarily of residential housing and commercial developments
that are intersected by interstates 40 and 85.
3b.
List the total estimated acreage of all existing wetlands on the property:
0.12 acre
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,060 linear feet
3d.
Explain the purpose of the proposed project:
The South Buffalo Creek Water Quality and Habitat Improvement Project; Phase IV (Project) is a continuation of a larger
project implemented to improve the water quality and habitat within the South Buffalo Creek (SBC) watershed.The
purpose of this phase is to improve the water quality functions of South Buffalo Creek and its floodplain, enhance and
protect the natural ecosystem and riparian community, and improve aquatic and terrestrial habitat by implementing
additional improvements to the mainstem of SBC. Habitat structures, such as rock and log vanes, will provide aquatic
habitat and habitat diversity by providing an improved riffle/pool sequence, and grade control and bank stabilization
measures will reduce erosion.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The primary goal of this project is to create aquatic habitat within South Buffalo Creek while stabilizing specific, steep
sections of the banks that are prone to erosion. SBC will be stabilized by bank grading, vegetation establishment, grade
control, and habitat structures. This is expected to improve habitat as well as reduce erosion and sediment input from the
unstable banks. The project construction will include the use of excavators, pans, track trucks, and other grading
equipment typical of stream and wetland restoration projects.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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?
Comments: Andrew Williams of the USACE and Sue
Homewood of the NCDWR conducted a field review at the
® Yes ❑ No ❑ Unknown
site on March 24, 2011. An approved jurisdictional
determination was issued by the USACE on June 7, 2012
with Action ID SAW -2012-00932. Addtionally, a Preliminary
Jurisdiction for the Phase IV project study area is included
with this permit request.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Kimley-Horn
Name (if known): Anna Reusche & Chad Evenhouse
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
An approved jurisdictional determination was issued by the USACE on June 7, 2012 with Action ID SAW -2012-00932.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The previous phases of this project were authorized by the USACE under a Nationwide Permit 27 on June 7, 2014 (SAW -
2012 -00932). The NCDWR provided approval of the 401 Water Quality Certification for the proposed project's previous
phases on May 17, 2012 (DWR# 12-0443).
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The South Buffalo Creek Habitat and Water Quality Improvement Project has been constructed in three past phases. It is
anticipated that this Project (Phase IV) will be the final phase.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
la. 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
Impact Site 1
Temporary Access
Bottomland
❑ Yes
® Corps
0.03 acre
❑ P ® T
Road
Hardwood Forest
® No
❑ DWQ
Impact Site 2
Temporary Access
Bottomland
❑ Yes
® Corps
0.09 acre
❑ P ® T
Road
Hardwood Forest
® No
❑ DWQ
2g. Total wetland impacts
0.12 acre
2h. Comments: Proposed temporary wetland impacts will result from the use of a temporary access road. The temporary
access road serves to transport materials to and from the construction sites. Proposed impacts to the wetlands will be
temporary in nature and will be avoided to the extent practical.
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact Site 1
❑ P ❑ T
Enhancement
Piedmont Creek
® PER
❑ INT
® Corps
❑ DWQ
8
129
Impact Site 1
Enhancement
South Buffalo
® PER
® Corps
30
612
El ®T
Creek
❑ INT
El
Impact Site 2
Enhancement
South Buffalo
® PER
® Corps
30
1,303
P ®T
El❑
Creek
INT
El
Impact Site 2
Stream S3 - UT to
®PER
®Corps
El P ®T
Temporary Crossing
South Buffalo
El INT
El DWQ
2
16
Creek
3h. Total stream and tributary impacts
2,060 LF
3i. Comments: Proposed temporary impacts to South Buffalo Creek and Piedmont Creek will result from the enhancement and
restoration of the channel and banks. Enhancement and restoration activities will include laying the South Buffalo Creek banks
back in select locations to allow for improved access to the adjacent floodplains. Rock silt dams, ripples, and log vanes will
also be constructed to increase in -stream habitat. Temporary impacts to stream S3 will occur as a result of being piped under
a temporary road crossing for construction access. All fill material will be removed from stream S3 upon completion of the
proposed project and the impact site will be restored to preconstruction conditions.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 water
impact number
— Permanent
(P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4L Total open water impacts
4g. Comments: No open waters will be impacted by the proposed project.
5. Pond or Lake Construction
If 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
Flooded
P1
P2
5L Total
5g. Comments: No ponds or lakes will be constructed by the proposed project.
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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.
❑ Neuse El Tar -Pamlico ®Other: Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
(T)
Impact Site 1
Temporary Access
Piedmont Creek
ElYes
5,789
1,590
[_1P ® T
Road
® No
Impact Site 1
Temporary
❑ Yes
El P ®T
Access Road;
South Buffalo Creek
®No
27,894
5,702
Stream Restoration
Impact Site 2
Temporary
❑ Yes
❑ P ®T
Access Road;
South Buffalo Creek
®No
43,152
14,549
Stream Restoration
6h. Total buffer impacts
76,835
21,841
6i. Comments: Temporary buffer impacts will result from the use of a temporary access road during the construction process.
Temporary roads are considered "Allowable" under the Jordan Watershed Riparian Buffer Rules: Table of Uses, provided that
the disturbed area is restored to pre -construction conditions and replanted. All of the temporary road occurring within Zone 1
and Zone 2 buffers will be restored to pre -construction conditions and seeded (if located in an easement) or planted after
construction is completed.
Additional temporary buffer impacts will result from the stabilization of targeted banks within South Buffalo Creek. Soft
materials (including rock vanes and log vanes) will be used to stabilize the banks, therefore the activity is considered stream
restoration and "Exempt' under the Jordan Watershed Riparian Buffer Rules: Table of Uses.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project has been designed to restore habitat and water quality within the project area and downstream areas of the Cape
Fear River basin and Jordan Lake watershed. Access to the site will be limited to designated construction access areas.
Buffers and streams will only be impacted when neccesary and when targeted restoration activites are underway.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fences will be used throughout construction to prevent sediment runoff into South Buffalo Creek. Additionally, construction
access and access roads are specified and located in areas designed to result in the lowest impacts possible to buffers,
wetlands, and streams. All temporary wetland crossings will be protected with timber and mud mats during construction
activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: n/a
3b.
Credits Purchased (attach receipt and letter)
Type n/a
Quantity n/a
3c.
Comments: n/a
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:
❑ warm ❑ cool ❑cold
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: n/a
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.
n/a
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).
n/a
6h.
Comments: No buffer mitigation is required for the proposed project. All buffer impacts resulting from temporary roads and
stream restoration are deemed "Allowable" or "Exempt" under the Jordan Watershed Riparian Buffer Rules: Table of
Uses.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: No stormwater will be concentrated or discharged as a result of the
❑ Yes ® No
proposed project.
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: There will be no impervious area
associated with this project.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The purpose of this project is to improve water quality.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Greensboro
® Phase II
® NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ 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 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
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
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
❑ Yes
❑ No
letter.)
Comments: n/a
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,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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):
n/a
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
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.
The purpose of the proposed project is to improve water quality within South Buffalo Creek and in the Jordan Lake
watershed.
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.
No waste will be generated as a result of the proposed project.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E:1 Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The U.S. Fish and Wildlife Service (USFWS) database (updated 3/25/2015) was reviewed to determine if any federally
listed species identified for Guilford County. The small whorled pogonia (Isotria medeoloides) is listed as federally
threatened for Guilford County. In North Carolina, this perennial orchid is typically found in open, dry deciduous woods
and is often associated with white pine and rhododendron. Small whorled pogonia can be limited by shade, and this
species seems to require small light gaps, or canopy breaks, and generally grows in areas with sparse to moderate
ground cover. Too many other plants in an area can be harmful to small whorled pogonia. Based on a site visit conducted
by Kimley-Horn biologists on October 4, 2016, terrestrial communities within the study area consist of maintained
easements and forested habitats.
The forested habitats within the study area have dense canopies that are not suitable to small whorled pogonia. The
maintained easements are vegetated with a dense ground cover of herbaceous and woody vegetation that was
approximately three to four feet high providing intense competition for a small delicate plant such as small whorled
pogonia. Therefore, no suitable habitat for the small whorled pogonia is present in the study area. Further, a query of the
N.C. Natural Heritage Program database (updated January 2017) revealed that there are no known occurrences of any
federally protected species, including small whorled pogonia, within one mile of the study area.
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?
The NOAA Essential Fish Habitat Mapper was reviewed on February 15, 2017 with no essential fish habitat found within
the project area or within the vicinity of the project.
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The N.C. State Historic Preservation Office HPOWEB GIS Service was reviewed on November 22, 2016 to determine if
any historic resources occurred in or within the vicinity of the proposed project area. No historic resources were identified
in or within 1.0 mile of the project boundary.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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: A detailed hydraulic analysis was conducted of South Buffalo
Creek for Phases I through III using a HEC -RAS model and a No -Rise certification was received for those Phases. A
similar analysis will be completed for Phase IV and it is assumed a No -Impact will be achieved. The No -Impact submittal
will be reviewed by NC Flood Mapping Program for Greensboro, NC.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 3710786300J (effective June 18,
2007).
4
Ross Sullivan, PWS
3/13/2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION
FORM

AGENT AUTHORIZATION FORM
Name:
Address: 2 „ (Q 50'JV'k Flo -s- Cv c 4,, P orf"' 5Lv o PC
Phone: 33 L - 373 - Zs 7_ n
Project Name/Description: South Buffalo Creek — Phase IV
Date: /0
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: David E. Bailey
Field Office: Raleiih Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Greensboro hereby designates and authorizes Kimley-Horn and Associates, Inc. to act on
our behalf as our agent solely for the purpose of processing Jurisdictional Determinations, Section 404
permits/Section 401 Water Quality Certifications applications, and to furnish upon request supplemental
information in support of applications, etc. from this day forward until successful completion of the
permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the i2 day of t
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

FIGURES

rn
St
Legend
1177 Project Study Area
City of Greensboro
F7 Guilford County
Kentucky
Virginia
Guilford County
Tennessee
North/
ra olina
South
Georgia Carolina
0 40 80
mmmic= Miles
Ki m I ey/,-\I/*- H o r n
r
Atlantic Ocean
0 2,000 4,000
Feet
Project Location
0 6 12
mom= Miles
Figure 1: Vicinity Map
South Buffalo Creek Phase IV
Greensboro, North Carolina

Jw-
N lisp
jp
.40
t
4*,
ir
M � '
t.
�., i 'it•4 f
e
t
s
`- s
I .
50 .
B
N (J., L
66
�f 1F
.'°
—
'' Legend
Fpptl ED Project Study Area
0 500 1,000
Figure 2: USGS Topographic Map
Kimley)))Horn
(Greensboro Quad)
South Buffalo Creek Phase IV
Greensboro, North Carolina

yy.-
r
South Buffalo Creek
4 '-
y
W4 F > x
_. South Buffalo Creek
°�,,• � erg
1 X44
.i '_- : -fir _ � r-• � •i 1 , i
G
, v W6 -
South Buffalo Creek ! -!
1 -
•
w5 _ _ - _ Legend
s
^M^- Streams
ws Wetlands
W5 Project Study Area
Piedmont
Creek
f :� _ .• Feet
- 0 275 550
Figure 3: Jurisdictional Features Map
South Buffalo Creek Phase IV
Kim ey>�/ Horn Greensboro, North Carolina

MEW
Hydric Soil Table
" N Symbol Name Hydric
ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded Incl.
EuB Enon-Urban land complex, 2 to 10 percent slopes No
MuB Mecklenburg -Urban land complex, 2 to 10 percent slopes No
ilk
E
�.
m
ai
a-
`n 4 ET
g
, e a
V n —
r
P `
,1
t
: x
Feet 4
Legend
� _a � Project Study Area
0 500 1,000 W-
Figure 4: NRCS Soil Survey Map
Kim
`�.l���H��.�(Guilford County, 1977)
1 �j 1 1 South Buffalo Creek Phase IV
Greensboro, North Carolina

0 175 350
Feet
Legend
Proposed Gradelines K Temporary Wetland Impacts
Proposed Structures Temporary Stream Impacts
Delineated Streams Temporary Buffer Impacts: Zone
Limit of Disturbance Temporary Buffer Impacts: Zone
Index Boxes
Kimley>»Horn
k '.�
`
WOW
2 ` A+ 1_
,� � -- �`"r� - � N • n M p. N nt r fc
WE
S
ographic Inf rmati nWd6nalysisj.%MQ
1 Board
Figure 5: Impacts Index Figure
South Buffalo Creek Phase IV
Greensboro, North Carolina
r'
:-r
-�4ft-
J�'1
d
{
.x:'lA
1 1 ..
0 175 350
Feet
Legend
Proposed Gradelines K Temporary Wetland Impacts
Proposed Structures Temporary Stream Impacts
Delineated Streams Temporary Buffer Impacts: Zone
Limit of Disturbance Temporary Buffer Impacts: Zone
Index Boxes
Kimley>»Horn
k '.�
`
WOW
2 ` A+ 1_
,� � -- �`"r� - � N • n M p. N nt r fc
WE
S
ographic Inf rmati nWd6nalysisj.%MQ
1 Board
Figure 5: Impacts Index Figure
South Buffalo Creek Phase IV
Greensboro, North Carolina

1-7Y
W E
� � J+ �� � � �;• , 'est ' • `lyy. '4 . 5 , � - , � 1 - �l' t � � �. �
Temporary Stream Impact � y
-0. -
Piedmont Creek `� •' ,.`' , •. "�`'`, • '* '� ,,4. },i •. `'
129 linear feet
Temporary Wetland Impact ,' `" _ JA
�- ''Art t > � ` Temporary Stream Impact 0.01 acre
South Buffalo Creek�-
- Temporary Wetland Impact :. 612 linear feet
-� #1. 0.001 acre
V 14
416
4.' '`..c
Y }
1 #�? r v ". ' x _ S�SIY_ X X Y X j{ jth ��xSf'�✓1�J�?`� tar •
xCreek,..
�v
alo ,. •
• Southg ' u
NV
,` 1
•' Temporary Wetland Impact
Temporary Wetland Impact
0.002 acre
0 50 100 0.02 acre
Feet
Legend
Proposed Gradelines Temporary Wetland Impacts
Stream Zone 1 Impacts (sq. ft.) Zone 2 Impacts (sq. ft.)
Proposed Structures Temporary Buffer Impacts: Zone 1 F�„' r
fro
Piedmont Creek 5,789 1,590 444,;��'
Delineated Streams Temporary Buffer Impacts: Zone 2 +
South Buffa I o Creek 27,894 51702
Limit of Disturbance Temporary Stream Impacts • " >�►:
Totals: 33,683 7,292
06 S - _ - --W- .._ N •n M p,N n� rf•rG •gra.....f•rmati•nandAnal is,N 911 Bard
Figure 5a: Impact Site 1
Kif11iey,,,\\ Horn South Buffalo Creek Phase IV
Greensboro, North Carolina

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
S3
SBC - P4
A. Geomorphology Subtotal = 17
Stream S3
Weak
Date: 10/5/2016
Project/Site: South Buffalo Creek
Latitude: 36.034792
1a. Continuity of channel bed and bank
Phase IV
1
R. Sullivan (Kimley-Horn)
Evaluator:
County: Guilford
Longitude: -79.808562
W. Sullivan (Kimley-Horn)
0
1
Total Points: 33
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
Stream Determination c"
Other
Stream is at least intermittent
Ephemeral Intermitte Perennia
e.g. Quad Name: Greensboro Quad
if > 19 or perennial if > 30
0
1
S3
SBC - P4
A. Geomorphology Subtotal = 17
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
2
9. Grade control
0
0.5
1
1.5
3
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No
= 0
Yes
= 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No
= 0____J__
Yes
= 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos (note diversity and abundance)
0 1
2
3
0
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
0
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
1
25. Algae
0 0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S3 is a small perennial tributary to South Buffalo Creek. S3 has been
recently restored to include step -pool grade control, soil bank stabilization
matting, and headcuts. Water was observed up to 10" in the channel of S3.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W3 -UP
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Levee Local relief (concave, convex, none): None Slope (%): 2-3%
Subregion (LRR or MLRA): LRR P Lat: 36.035248 Long: -79.803695 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes a] No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
✓ Is the Sampled Area
Hydric Soil Present? Yes IZI
Wetland Hydrology Present? Yes— No within a Wetland? Yes No No ✓
Remarks:
Data point W3 -UP was taken on a levee roughly 10' from and 1.5' higher in elevation than
W3 -WET.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (B2)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (1316)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No_ Iy I- Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,� Depth (inches): >24" Wetland Hydrology Present? Yes F No 71
(includes capillary fringe)
gauge, monitoring weu, aerial pnotos, p
Remarks:
No hydrology indicators were observed.
ava
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W3 -UP
6.
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30' )
% Cover Species?
Status
Number of Dominant Species
1. Ulmus americana
10%
Y
FACW
That Are OBL, FACW, or FAC: 8 (A)
2. Fraxinus pennsylvanica
10%
Y
FACW
3. Acer negundo
100/0
Y
FAC
Total Number of Dominant
8
than 3 in. DBH and greater than or equal to 3.28 ft (1
10.
Species Across All Strata: (B)
4.
Herb - All herbaceous (non -woody) plants, regardless
12.
Percent of Dominant Species
100%
5.
of size, and woody plants less than 3.28 ft tall.
85%
That Are OBL, FACW, or FAC: (A/B)
6.
Woody Vine Stratum (Plot size: 30'
)
Woody vine - All woody vines greater than 3.28 ft in
Prevalence Index worksheet:
7
8
height.
2.Smilax rotundifolia
Total % Cover of: Multiply bv:
Y FAC
30%
= Total Cover
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 30'
)
4.
FACW species x 2 =
1. Acer negundo
5%
Y
FAC
FAC species x 3 =
2. Fraxinus pennsylvanica
5%
Y
FACW
FACU species x 4 =
3.
= Total Cover
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7
_ 1 - Rapid Test for Hydrophytic Vegetation
8
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is <-3.0'
10.
4 - Morphological Adaptations' (Provide supporting
10%
=Total Cover
Herb Stratum (Plot size: 30' )
data in Remarks or on a separate sheet)
1. Microstegium vimineum
80%
Y
FAC
_ Problematic Hydrophytic Vegetation' (Explain)
2. Cinna arundinacea
5%
N
FACW
3.
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
7
more in diameter at breast height (DBH), regardless of
height.
8.
9
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
10.
m) tall.
11.
Herb - All herbaceous (non -woody) plants, regardless
12.
of size, and woody plants less than 3.28 ft tall.
85%
=Total Cover
Woody Vine Stratum (Plot size: 30'
)
Woody vine - All woody vines greater than 3.28 ft in
1.Vitis rotundifolia
5%
Y FAC
height.
2.Smilax rotundifolia
5%
Y FAC
3.
4.
5
Hydrophytic
Vegetation
�
El
6•
Present? Yes No
10%
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W3 -UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist)
% Type' LocZ
Texture
0-6"
10YR 4/3
80%
10YR 5/6
20% C M
Loamy clay
6-16"
10YR 5/6
60%
10YR 5/1
40% D M
Loam
16-24"
10YR 4/4
80%
10YR 5/2
20% D M
Loam
Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑
Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
BHistosol
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Matrix (F3)
Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Dark Surface (Al2)
❑
Redox Depressions (F8)
eThick
Sandy Mucky Mineral (S1) (LRR N,
❑
Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Remarks:
Hydric Soil Present? YesF_1 No W1
Soils were heavily compacted. No hydric soil indicators were observed.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W3 -WET
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Depressional floodplain Local relief (concave, convex, none): Concave Slope (%): 0-1%
Subregion (LRR or MLRA): LRR P Lat: 36.035217 Long: -79.803716 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes a] No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes — ✓ No within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
W3 is a depressional floodplain wetland that appears to pond water periodically.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (B2)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
✓ Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (1316)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
PSaturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
V Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No_ Iy I- Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,av Depth (inches): >24" Wetland Hydrology Present? Yes 7 No
(includes capillary fringe)
gauge, monitoring weu, aerial pnotos, p
Remarks:
ava
No water table or saturation was observed. Surface soil cracking and algal mats were observed
within W3. W3 likely ponds water after precipitation events.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W3 -WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species
1. None That Are OBL, FACW, or FAC:
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. None
2.
4.
5.
6.
7.
8.
9.
10.
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 (A)
3 (B)
100% (A/B)
= Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 15% Y OBL
2. Ludwigia alternifolia 5% Y FACW
3. Sagittaria latifolia 5% Y OBL
4.
5.
7.
8.
9.
10.
11.
12.
25% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in wetland W3 is dominated by low growing grasses and herbs.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
rrevaience maex worKsneet:
Total % Cover of:
Multiply bv:
OBL species
x 1 =
= Total Cover
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
= Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 15% Y OBL
2. Ludwigia alternifolia 5% Y FACW
3. Sagittaria latifolia 5% Y OBL
4.
5.
7.
8.
9.
10.
11.
12.
25% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in wetland W3 is dominated by low growing grasses and herbs.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W3 -WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LocZ
Texture Remarks
0-5" 10YR 4/3 50%
10YR 5/2 25% D M
Loamy clay
10YR 5/6 25% C M
5-19" 10YR 5/1 60%
10YR 5/4 40% C M
Loamy clay
19-24" 10YR 4/1 75%
10YR 5/4 25% C M
S cla loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
BHistosol
Histic Epipedon (A2)
r 1 Polyvalue Below Surface (S8) (MLRA 147,
148) ❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
F'(
❑ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Dark Surface (Al2)
❑ Redox Depressions (F8)
eThick
Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Type:
Depth (inches): Hydric Soil Present? Yes n No ❑
Remarks:
No water table or saturation was observed.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W4/W5/W6-UP
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Levee Local relief (concave, convex, none): Convex Slope (%): 2%
Subregion (LRR or MLRA): LRR P Lat: 36.034664 Long: -79.810162 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes = No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
✓ Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No IZI
Wetland Hydrology Present? Yes No ✓
Remarks:
Data point W4/W5/W6-UP was taken N20' from and 5' higher in elevation than W4/W5/W6-WET on a
levee dividing South Buffalo Creek and an excavated slough. Both W4 and W6 are man-made sloughs
contained by constructed berms.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (67)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No ✓ Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,n Depth (inches): >24" Wetland Hydrology Present? Yes F No 71
(includes capillary fringe)
gauge, monitoring weu,
Remarks:
No hydrology indicators were observed.
ava
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30' )
1. Carya illinoinensis
2. Fraxinus pennsylvanica
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. Liquidambar styraciflua
2.
4.
5.
6.
7.
8.
9.
10.
Sampling Point: W4/W5/W6-UP
Absolute Dominant Indicator
Dominance Test worksheet:
% Cover Species? Status
Number of Dominant Species
20% Y FACU
That Are OBL, FACW, or FAC: 4 (A)
10% Y FACW
25%
Y FAC
Total Number of Dominant
100/0
Species Across All Strata: (B)
3• Andropogon virginicus
Percent of Dominant Species 57%
Y FACU
That Are OBL, FACW, or FAC: (A/B)
30% = Total Cover
5% Y
rrevaience moex worKsneet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
7.
8.
9.
10.
11.
12.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
50% = Total Cover
Woody Vine Stratum (Plot size: 30' ) Woody vine - All woody vines greater than 3.28 ft in
1. Vitis rotundifolia 10% Y FAC height.
3.
4.
5 Hydrophytic
Vegetation
6• Present? Yes � No El
10% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
5%
= Total Cover
Herb Stratum (Plot size: 30' )
1. Microstegium vimineum
25%
Y FAC
2. Sorgastrum nutans
100/0
Y FACU
3• Andropogon virginicus
100/0
Y FACU
4. Phtytolacca americana
5%
N FACU
5.
7.
8.
9.
10.
11.
12.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
50% = Total Cover
Woody Vine Stratum (Plot size: 30' ) Woody vine - All woody vines greater than 3.28 ft in
1. Vitis rotundifolia 10% Y FAC height.
3.
4.
5 Hydrophytic
Vegetation
6• Present? Yes � No El
10% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of
Sampling Point: W4/W5/W6-UP
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' LocZ Texture Remarks
0-24" 10Y 5/6 100% Loam Fill soil
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑
Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
eHistosol
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Matrix (F3)
Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Thick Dark Surface (Al2)
❑
Redox Depressions (F8)
8
Sandy Mucky Mineral (S1) (LRR N,
❑
Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Remarks:
No hydric soil indicators present.
Hydric Soil Present? YesF_1 No W1
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W4/W5/W6-WET
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Slough Local relief (concave, convex, none): Concave Slope (%): <1%
Subregion (LRR or MLRA): LRR P Lat: 36.034605 Long: -79.810113 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes = No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes ✓ No within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
Wetlands W4, W5, and W6 are man-made sloughs created in the floodplain of South Buffalo Creek. The
sloughs were excavated as part of an earlier phase in the South Buffalo Creek stream restoration project.
Both wetlands are bound topographically by constructed berms.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (67)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes El No _ Iy I- Depth (inches):
Water Table Present? Yes -Rd No J1�� Depth (inches): 16"
Saturation Present? Yes 21 No-aDepth (inches): 10" Wetland Hydrology Present? Yes . No
(includes capillary fringe)
gauge, monitoring weu,
Remarks:
ava
W4 and W6 receive hydrology from overbank flooding of South Buffalo Creek. Standing water to a
depth of 6" was observed in the depressional areas in the middle of both sloughs.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W4/W5/W6-WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species
1. None That Are OBL, FACW, or FAC:
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. Platanus occidentalis 5%
2.
4.
5.
6.
7.
8.
9.
10.
= Total Cover
Y FACW
5% = Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 25% Y OBL
2. Juncus effusus 10% Y FACW
3. Typha sp. 5% N FACU
4. Schoenoplectus tahernaemontani 5% N OBL
5.
7.
8.
9.
10.
11.
12.
45% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 (A)
3 (B)
100% (A/B)
rrevaience moex worKsneet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W4/W5/W6-WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LocZ Texture Remarks
0-2" 10YR 4/4 100%
Loam
2-8" 10YR 3/2 100%
Loam
Lots of organics
8-20" 2.5Y 5/1 75%
10YR 5/6 25% C M Clay loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
eHistosol
Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑✓ Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
8 Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes n No ❑
Remarks:
Could not remove soil below 20" due to heavy saturation. The water table was present at 16" and
saturation was present at 10".
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

PRELIMINARY
JURISIDICTIONAL
DETERMINATION
REQUEST

Jurisdictional Determination Request
,r
U5 Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (7D) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD 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 also request a certified wetland determination from the local office of the Natural
RPcrmirr`PQ Cnnean7atinn CPm71!`P nrinr to etartincr Az7n1-lr
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 701 W Meadowview Road
City, State: Greensboro, North Carolina
County: Guilford
DirectiviiS: See Figure 1: Vicinity Map
Parcel Index Number(s) (PIN): 7863123816;7863124486;7863227687;7863017938
B. REQUESTOR INFORMATION
Name: Ross Sullivan, Kimley-Horn
Mailing Address: 421 Fayetteville Street, Suite 600, Raleigh, NC 27601
Telephone Number: 919-677-2104
Electronic Mail Addressi: [e-mail]
Select one:
❑ I am the current property owner.
❑� I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Jeremy McCall
Mailing Address: PO Box 3136
Greensboro, NC 27402-3136
Telephone Number: 336-373-2527
Electronic Mail Address i: Jeremy. [e-mail]
❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
W1I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WOUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

12
❑✓
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 8_6
W/1
G.
acres
I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
Completed and signed Preliminary Jurisdictional Determination Form6.
Project Coordinates: 36.034902
Latitude -79.806256
Maps (no larger than l lxl7) with Project Boundary Overlay:
Longitude
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
W] Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑✓ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑✓ Upland Data Sheets ❑✓ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.miI/Missions/CivilWorks/ReguIatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
htto://www.saw.usace.armv.mil/Portals/59/docs/reaulatory/Dublicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets9
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
n1nfe and rpfnrn therm -.ria p -mail fn flip rpnnpefnr
(1) PLATS SUBMITTED FOR APPROVAL
❑ Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
❑ Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
❑ Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved 7D must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WrAT Tc
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction maybe relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
When uplands may be present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Kimley-Horn ATTN: Ross Sullivan on behalf of the City of Greensboro
421 Fayetteville Street, Suite 600, Raleigh, NC 27601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Guildford County
City: Greensboro
Center coordinates of site (lat/long in degree decimal format):
Lat. 36.034902 °N; Long. 79.806256
oW
Universal Transverse Mercator: 17
Name of nearest waterbody: South Buffalo Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
2,060 linear feet: 2-50 width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial (South Buffalo Creek, Piedmont Creek, S3)
Wetlands: 0.12 acres.
Cowardin Class: Palustrine
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non -Tidal: NSA

E
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
0 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Kimley-Horn on behalf of the City of Greensboro
0 Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
0 U.S. Geological Survey map(s). Cite scale & quad name: Greensboro Quad (1:24,000)
USDA Natural Resources Conservation Service Soil Survey.
Citation: Guilford County (1977)
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date): NC statewide orthoimagery Project (2015) or
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
N
5/3/2017
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
South
36.303490
-79.808265
Riverine
1,914 linear
Non -section
Buffalo
feet
10 — non -tidal
Creek
Piedmont
36.034989
-79.810644
Riverine
129 linear
Non -section
Creek
feet
10 — non -tidal
S3
36.035116
-79.804169
Riverine
16 linear
Non -section
feet
10 — non -tidal
W3
36.035177
-79.803774
Palustrine
0.01 acre
Non -tidal —
wetland
W4
36.034915
-79.805444
Palustrine
0.08 acre
Non -tidal —
wetland
W5
36.034688
-79.810363
Palustrine
0.02
Non -tidal —
wetland
W6
36.035014
-79.808696
Palustrine
0.01 acre
Non -tidal —
wetland

AGENT
AUTHORIZATION

AGENT AUTHORIZATION FORM
Name:
Address: 2 „ (Q 50'JV'k Flo -s- Cv c 4,, P orf"' 5Lv o PC
Phone: 33 L - 373 - Zs 7_ n
Project Name/Description: South Buffalo Creek — Phase IV
Date: /0
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: David E. Bailey
Field Office: Raleiih Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Greensboro hereby designates and authorizes Kimley-Horn and Associates, Inc. to act on
our behalf as our agent solely for the purpose of processing Jurisdictional Determinations, Section 404
permits/Section 401 Water Quality Certifications applications, and to furnish upon request supplemental
information in support of applications, etc. from this day forward until successful completion of the
permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the i2 day of t
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

FIGURES

rn
St
Legend
1177 Project Study Area
City of Greensboro
F7 Guilford County
Kentucky
Virginia
Guilford County
Tennessee
North/
ra olina
South
Georgia Carolina
0 40 80
mmmic= Miles
Ki m I ey/,-\I/*- H o r n
r
Atlantic Ocean
0 2,000 4,000
Feet
Project Location
0 6 12
mom= Miles
Figure 1: Vicinity Map
South Buffalo Creek Phase IV
Greensboro, North Carolina

Jw-
N lisp
jp
.40
t
4*,
ir
M � '
t.
�., i 'it•4 f
e
t
s
`- s
I .
50 .
B
N (J., L
66
�f 1F
.'°
—
'' Legend
Fpptl ED Project Study Area
0 500 1,000
Figure 2: USGS Topographic Map
Kimley)))Horn
(Greensboro Quad)
South Buffalo Creek Phase IV
Greensboro, North Carolina

yy.-
r
South Buffalo Creek
4 '-
y
W4 F > x
_. South Buffalo Creek
°�,,• � erg
1 X44
.i '_- : -fir _ � r-• � •i 1 , i
G
, v W6 -
South Buffalo Creek ! -!
1 -
•
w5 _ _ - _ Legend
s
^M^- Streams
ws Wetlands
W5 Project Study Area
Piedmont
Creek
f :� _ .• Feet
- 0 275 550
Figure 3: Jurisdictional Features Map
South Buffalo Creek Phase IV
Kim ey>�/ Horn Greensboro, North Carolina

MEW
Hydric Soil Table
" N Symbol Name Hydric
ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded Incl.
EuB Enon-Urban land complex, 2 to 10 percent slopes No
MuB Mecklenburg -Urban land complex, 2 to 10 percent slopes No
ilk
E
�.
m
ai
a-
`n 4 ET
g
, e a
V n —
r
P `
,1
t
: x
Feet 4
Legend
� _a � Project Study Area
0 500 1,000 W-
Figure 4: NRCS Soil Survey Map
Kim
`�.l���H��.�(Guilford County, 1977)
1 �j 1 1 South Buffalo Creek Phase IV
Greensboro, North Carolina

STREAM AND WETLAND
DATA FORMS

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
S3
SBC - P4
A. Geomorphology Subtotal = 17
Stream S3
Weak
Date: 10/5/2016
Project/Site: South Buffalo Creek
Latitude: 36.034792
1a. Continuity of channel bed and bank
Phase IV
1
R. Sullivan (Kimley-Horn)
Evaluator:
County: Guilford
Longitude: -79.808562
W. Sullivan (Kimley-Horn)
0
1
Total Points: 33
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
Stream Determination c"
Other
Stream is at least intermittent
Ephemeral Intermitte Perennia
e.g. Quad Name: Greensboro Quad
if > 19 or perennial if > 30
0
1
S3
SBC - P4
A. Geomorphology Subtotal = 17
Absent
Weak
Moderate
Strong
Score
1a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: ex. riffle -pool, step -pool, ripple
pool sequence
0
1
2
3
3
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
2
3
0
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
2
9. Grade control
0
0.5
1
1.5
3
10. Natural valley
0
0.5
1
1.5
0
11. Second or greater order channel
No
= 0
Yes
= 3
0
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 9
12.
Presence of Baseflow
0
1
2
3
3
13.
Iron oxidizing bacteria
0
1
2
3
0
14.
Leaf litter
1.5
1
0.5
0
1
15.
Sediment on plants or debris
0
0.5
1
1.5
1
16.
Organic debris lines or piles
0
0.5
1
1.5
1
17.
Soil -based evidence of high water table?
No
= 0____J__
Yes
= 3
3
C. Biology Subtotal = 7
18. Fibrous roots in streambed
3 2
1
0
3
19. Rooted upland plants in streambed
3 2
1
0
3
20. Macrobenthos (note diversity and abundance)
0 1
2
3
0
21. Aquatic Mollusks
0 1
2
3
0
22. Fish
0 0.5
1
1.5
0
23. Crayfish
0 0.5
1
1.5
0
24. Amphibians
0 0.5
1
1.5
1
25. Algae
0 0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5; Other = 0
0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream S3 is a small perennial tributary to South Buffalo Creek. S3 has been
recently restored to include step -pool grade control, soil bank stabilization
matting, and headcuts. Water was observed up to 10" in the channel of S3.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W3 -UP
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Levee Local relief (concave, convex, none): None Slope (%): 2-3%
Subregion (LRR or MLRA): LRR P Lat: 36.035248 Long: -79.803695 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes a] No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
✓ Is the Sampled Area
Hydric Soil Present? Yes IZI
Wetland Hydrology Present? Yes— No within a Wetland? Yes No No ✓
Remarks:
Data point W3 -UP was taken on a levee roughly 10' from and 1.5' higher in elevation than
W3 -WET.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (B2)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (1316)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No_ Iy I- Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,� Depth (inches): >24" Wetland Hydrology Present? Yes F No 71
(includes capillary fringe)
gauge, monitoring weu, aerial pnotos, p
Remarks:
No hydrology indicators were observed.
ava
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W3 -UP
6.
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30' )
% Cover Species?
Status
Number of Dominant Species
1. Ulmus americana
10%
Y
FACW
That Are OBL, FACW, or FAC: 8 (A)
2. Fraxinus pennsylvanica
10%
Y
FACW
3. Acer negundo
100/0
Y
FAC
Total Number of Dominant
8
than 3 in. DBH and greater than or equal to 3.28 ft (1
10.
Species Across All Strata: (B)
4.
Herb - All herbaceous (non -woody) plants, regardless
12.
Percent of Dominant Species
100%
5.
of size, and woody plants less than 3.28 ft tall.
85%
That Are OBL, FACW, or FAC: (A/B)
6.
Woody Vine Stratum (Plot size: 30'
)
Woody vine - All woody vines greater than 3.28 ft in
Prevalence Index worksheet:
7
8
height.
2.Smilax rotundifolia
Total % Cover of: Multiply bv:
Y FAC
30%
= Total Cover
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 30'
)
4.
FACW species x 2 =
1. Acer negundo
5%
Y
FAC
FAC species x 3 =
2. Fraxinus pennsylvanica
5%
Y
FACW
FACU species x 4 =
3.
= Total Cover
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7
_ 1 - Rapid Test for Hydrophytic Vegetation
8
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is <-3.0'
10.
4 - Morphological Adaptations' (Provide supporting
10%
=Total Cover
Herb Stratum (Plot size: 30' )
data in Remarks or on a separate sheet)
1. Microstegium vimineum
80%
Y
FAC
_ Problematic Hydrophytic Vegetation' (Explain)
2. Cinna arundinacea
5%
N
FACW
3.
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
7
more in diameter at breast height (DBH), regardless of
height.
8.
9
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
10.
m) tall.
11.
Herb - All herbaceous (non -woody) plants, regardless
12.
of size, and woody plants less than 3.28 ft tall.
85%
=Total Cover
Woody Vine Stratum (Plot size: 30'
)
Woody vine - All woody vines greater than 3.28 ft in
1.Vitis rotundifolia
5%
Y FAC
height.
2.Smilax rotundifolia
5%
Y FAC
3.
4.
5
Hydrophytic
Vegetation
�
El
6•
Present? Yes No
10%
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W3 -UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist)
% Type' LocZ
Texture
0-6"
10YR 4/3
80%
10YR 5/6
20% C M
Loamy clay
6-16"
10YR 5/6
60%
10YR 5/1
40% D M
Loam
16-24"
10YR 4/4
80%
10YR 5/2
20% D M
Loam
Remarks
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑
Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
BHistosol
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Matrix (F3)
Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Dark Surface (Al2)
❑
Redox Depressions (F8)
eThick
Sandy Mucky Mineral (S1) (LRR N,
❑
Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Remarks:
Hydric Soil Present? YesF_1 No W1
Soils were heavily compacted. No hydric soil indicators were observed.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W3 -WET
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Depressional floodplain Local relief (concave, convex, none): Concave Slope (%): 0-1%
Subregion (LRR or MLRA): LRR P Lat: 36.035217 Long: -79.803716 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes a] No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes — ✓ No within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
W3 is a depressional floodplain wetland that appears to pond water periodically.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (B2)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
✓ Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (1316)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
PSaturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
V Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No_ Iy I- Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,av Depth (inches): >24" Wetland Hydrology Present? Yes 7 No
(includes capillary fringe)
gauge, monitoring weu, aerial pnotos, p
Remarks:
ava
No water table or saturation was observed. Surface soil cracking and algal mats were observed
within W3. W3 likely ponds water after precipitation events.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W3 -WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species
1. None That Are OBL, FACW, or FAC:
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. None
2.
4.
5.
6.
7.
8.
9.
10.
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 (A)
3 (B)
100% (A/B)
= Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 15% Y OBL
2. Ludwigia alternifolia 5% Y FACW
3. Sagittaria latifolia 5% Y OBL
4.
5.
7.
8.
9.
10.
11.
12.
25% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in wetland W3 is dominated by low growing grasses and herbs.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
rrevaience maex worKsneet:
Total % Cover of:
Multiply bv:
OBL species
x 1 =
= Total Cover
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
= Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 15% Y OBL
2. Ludwigia alternifolia 5% Y FACW
3. Sagittaria latifolia 5% Y OBL
4.
5.
7.
8.
9.
10.
11.
12.
25% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation in wetland W3 is dominated by low growing grasses and herbs.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W3 -WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LocZ
Texture Remarks
0-5" 10YR 4/3 50%
10YR 5/2 25% D M
Loamy clay
10YR 5/6 25% C M
5-19" 10YR 5/1 60%
10YR 5/4 40% C M
Loamy clay
19-24" 10YR 4/1 75%
10YR 5/4 25% C M
S cla loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
BHistosol
Histic Epipedon (A2)
r 1 Polyvalue Below Surface (S8) (MLRA 147,
148) ❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
F'(
❑ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Dark Surface (Al2)
❑ Redox Depressions (F8)
eThick
Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Type:
Depth (inches): Hydric Soil Present? Yes n No ❑
Remarks:
No water table or saturation was observed.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W4/W5/W6-UP
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Levee Local relief (concave, convex, none): Convex Slope (%): 2%
Subregion (LRR or MLRA): LRR P Lat: 36.034664 Long: -79.810162 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes = No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
✓ Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No IZI
Wetland Hydrology Present? Yes No ✓
Remarks:
Data point W4/W5/W6-UP was taken N20' from and 5' higher in elevation than W4/W5/W6-WET on a
levee dividing South Buffalo Creek and an excavated slough. Both W4 and W6 are man-made sloughs
contained by constructed berms.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (67)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes EL No ✓ Depth (inches):
Water Table Present? Yes F No ✓ Depth (inches): >24"
Saturation Present? Yes 0_ No,n Depth (inches): >24" Wetland Hydrology Present? Yes F No 71
(includes capillary fringe)
gauge, monitoring weu,
Remarks:
No hydrology indicators were observed.
ava
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30' )
1. Carya illinoinensis
2. Fraxinus pennsylvanica
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. Liquidambar styraciflua
2.
4.
5.
6.
7.
8.
9.
10.
Sampling Point: W4/W5/W6-UP
Absolute Dominant Indicator
Dominance Test worksheet:
% Cover Species? Status
Number of Dominant Species
20% Y FACU
That Are OBL, FACW, or FAC: 4 (A)
10% Y FACW
25%
Y FAC
Total Number of Dominant
100/0
Species Across All Strata: (B)
3• Andropogon virginicus
Percent of Dominant Species 57%
Y FACU
That Are OBL, FACW, or FAC: (A/B)
30% = Total Cover
5% Y
rrevaience moex worKsneet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
7.
8.
9.
10.
11.
12.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
50% = Total Cover
Woody Vine Stratum (Plot size: 30' ) Woody vine - All woody vines greater than 3.28 ft in
1. Vitis rotundifolia 10% Y FAC height.
3.
4.
5 Hydrophytic
Vegetation
6• Present? Yes � No El
10% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
5%
= Total Cover
Herb Stratum (Plot size: 30' )
1. Microstegium vimineum
25%
Y FAC
2. Sorgastrum nutans
100/0
Y FACU
3• Andropogon virginicus
100/0
Y FACU
4. Phtytolacca americana
5%
N FACU
5.
7.
8.
9.
10.
11.
12.
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
50% = Total Cover
Woody Vine Stratum (Plot size: 30' ) Woody vine - All woody vines greater than 3.28 ft in
1. Vitis rotundifolia 10% Y FAC height.
3.
4.
5 Hydrophytic
Vegetation
6• Present? Yes � No El
10% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of
Sampling Point: W4/W5/W6-UP
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' LocZ Texture Remarks
0-24" 10Y 5/6 100% Loam Fill soil
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑
Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
eHistosol
Histic Epipedon (A2)
❑
Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑
Black Histic (A3)
❑
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Matrix (F3)
Redox Dark Surface (F6)
(MLRA 136, 147)
❑ Very Shallow Dark Surface (TF12)
❑
Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Thick Dark Surface (Al2)
❑
Redox Depressions (F8)
8
Sandy Mucky Mineral (S1) (LRR N,
❑
Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Remarks:
No hydric soil indicators present.
Hydric Soil Present? YesF_1 No W1
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: South Buffalo Creek - Phase IV City/County: Guilford County Sampling Date: 10/5/2016
Applicant/Owner: City of Greensboro State: NC Sampling Point: W4/W5/W6-WET
Investigator(s): R. Sullivan & W. Sullivan (Kimley-Horn) Section, Township, Range: Morehead Township
Landform (hillslope, terrace, etc.): Slough Local relief (concave, convex, none): Concave Slope (%): <1%
Subregion (LRR or MLRA): LRR P Lat: 36.034605 Long: -79.810113 Datum: NAD 83
Soil Map Unit Name: ChA - Chewacla loam, 0 to 2 percent slopes, frequently flooded NWI classification: PF01Ad
Are climatic / hydrologic conditions on the site typical for this time of year? Yes✓� No= (If no, explain in Remarks.)
Are Vegetation F—] Soilor Hydrology F—I significantly disturbed? Are "Normal Circumstances" present? Yes = No
Are Vegetation = Soil El or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area
Hydric Soil Present? Yes ✓ No within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
Wetlands W4, W5, and W6 are man-made sloughs created in the floodplain of South Buffalo Creek. The
sloughs were excavated as part of an earlier phase in the South Buffalo Creek stream restoration project.
Both wetlands are bound topographically by constructed berms.
HYDROLOGY
rs:
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (67)
Water -Stained Leaves (139)
Aquatic Fauna (1313)
True Aquatic Plants (1314)
Hydrogen Sulfide Odor (Cl)
Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
Other (Explain in Remarks)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (68)
Drainage Patterns (1310)
Moss Trim Lines (B16)
Dry -Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC -Neutral Test (D5)
rieia uoservations:
Surface Water Present? Yes El No _ Iy I- Depth (inches):
Water Table Present? Yes -Rd No J1�� Depth (inches): 16"
Saturation Present? Yes 21 No-aDepth (inches): 10" Wetland Hydrology Present? Yes . No
(includes capillary fringe)
gauge, monitoring weu,
Remarks:
ava
W4 and W6 receive hydrology from overbank flooding of South Buffalo Creek. Standing water to a
depth of 6" was observed in the depressional areas in the middle of both sloughs.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: W4/W5/W6-WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) % Cover Species? Status Number of Dominant Species
1. None That Are OBL, FACW, or FAC:
3.
4.
5.
6.
7.
8.
Sapling/Shrub Stratum (Plot size: 30' )
1. Platanus occidentalis 5%
2.
4.
5.
6.
7.
8.
9.
10.
= Total Cover
Y FACW
5% = Total Cover
Herb Stratum (Plot size: 30' )
1. Persicaria hydropiperoides 25% Y OBL
2. Juncus effusus 10% Y FACW
3. Typha sp. 5% N FACU
4. Schoenoplectus tahernaemontani 5% N OBL
5.
7.
8.
9.
10.
11.
12.
45% =Total Cover
Woody Vine Stratum (Plot size: 30' )
1.None
3.
4.
5.
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
3 (A)
3 (B)
100% (A/B)
rrevaience moex worKsneet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 ft in
heiaht.
Hydrophytic
Vegetation
Present? Yes M
No El
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: W4/W5/W6-WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' LocZ Texture Remarks
0-2" 10YR 4/4 100%
Loam
2-8" 10YR 3/2 100%
Loam
Lots of organics
8-20" 2.5Y 5/1 75%
10YR 5/6 25% C M Clay loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
(Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
eHistosol
Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑✓ Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
Thick Dark Surface (Al2)
❑ Redox Depressions (F8)
8 Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes n No ❑
Remarks:
Could not remove soil below 20" due to heavy saturation. The water table was present at 16" and
saturation was present at 10".
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

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DRAFT CONSTRUCTION DRAWINGS
SOUTH BUFFALO CREEK
PHASE IV
HABITAT AND WATER QUALITY IMPROVEMENT PROJECT
DEVELOPED FORS
CITY OF GREENSBORO
GREENSBORO, NORTH CAROLINA
CONTRACT NO. 2016-0440
KHA PROJECT NO. 012137010
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LOCATION MAP
PROJECT CONTACTS
CLIENT: CITY OF GREENSBORO
2602 S. ELM—EUGENE STREET
P.O.BOX 3136
GREENSBORO, NORTH CAROLINA 27406
PHONE: [phone]
FAX: [phone]
ATTN.: JEREMY MCCALL, P.E.
ENGINEER:
SURVEYOR:
KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE ST., STE. 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
FAX: [phone]
ATTN.: TODD ST. JOHN, P.E.
LEVEL CROSS SURVEYING, PLLC
668 MARSH COUNTRY LANE
RANDLEMAN, NC 27317-7228
PHONE: [phone]
ATTN.: BILL DURHAM, PLS
SHEET INDEX
SHEET DESCPoP'110N I
NO.
01 1 TITLE SHEET
02 1 GENERAL NOTES
03 1 LEGENDS
04 1 EXISTING CONDITIONS KEY SHEET
05-10 1 EXISTING CONDITIONS
11 1 SITE PLAN AND PROFILE KEY SHEET
12-15 1 SITE PLAN AND PROFILE
16 I TYPICAL CROSS SECTION
17-18 1 DETAILS
19-22 1 EROSION AND SEDIMENT CONTROL DETAILS
23 1 EROSION CONTROL KEY SHEET
24-29 1 EROSION CONTROL PLANS
30 1 PLANTING NOTES AND DETAILS
31 1 PLANTING PLAN KEY SHEET
Know what's below. 32-37 PLANTING PLANS
V
Call before you dig. 38 CROSS SECTIONS
D
6 PREPARED IN THE OFFICE OF:
r C U EN T: ` ��""""��,,, � PROJECT:
�N 5/26/17
CITY OF GREENSBORO :�o�:.• SS•••.. =; DRAWN BY: SOUTH BUFFALO CREEK HABITAT
° = -I MIN' JLY
- AND WATER QUALITY
NC LICENSE #F-0102 = = DESIGNED BY:
JI 421 FAYETTEVILLE ST., STE. 600 = • �0044(i0 = JLY
Kimley>))HornTI TSE:
t REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: RALEIGH, NORTH CAROLINA 27601 *N TRU T CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] �G► NW
WRW
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose '�
and client for which it Wes prepared. Reuse of andimproperreliance on this document without written authorization and adaptation by p TITLE SHEET ''��/ ••••• SHEET NUMBER:
Kimley—Horn end Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. 2017 '''L.JCB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION i
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: 01213 01
7010 OF 37

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1. A PRE—CONSTRUCTION CONFERENCE MUST BE HELD WITH
REPRESENTATIVES OF THE CITY & CONTRACTOR OF RECORD BEFORE ANY
WORK CAN BE STARTED ON SITE. STREAM, FLOODPLAINS, AND SLOUGHS
SHALL BE INSTALLED ACCORDING TO APPROVED PLANS AND PROFILES. IF
A FIELD CHANGE IS NEEDED, THE REDESIGN AREA(S) MUST BE APPROVED
BY THE CITY PRIOR TO INSTALLATION.
2. THE CONTRACTOR SHALL HAVE A SET OF SEALED CONSTRUCTION
DRAWINGS ON THE PROJECT SITE AT ALL TIMES.
3. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, COUNTY AND
CITY LAWS, ORDINANCES AND REGULATIONS WHICH IN ANY MANNER
AFFECTS THE CONDUCT OF THE PROJECT, INCLUDING, BUT NOT LIMITED
TO INITIATING, MAINTAINING & SUPERVISING ALL SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THE WORK.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL
REQUIREMENTS OF THE SPECIFICATION AS THEY RELATE TO COORDINATION
WITH THE OWNERS, AND THE UTILITIES THAT EXIST ON SITE. CONTRACTOR
MUST ALSO COMPLY WITH ALL NCDOT AND UTILITY OWNER REQUIREMENTS
WHEN OPERATING WITHIN THE RIGHT—OF—WAY AND EASEMENTS.
5. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE PROJECT SPECIFICATIONS AND THE CITY OF GREENSBORO STANDARD
SPECIFICATIONS. IN THE CASE OF CONFLICT THE PROJECT SPECIFICATION
SHALL GOVERN. IN CASE OF A CONFLICT BETWEEN THE STANDARD
SPECIFICATIONS AND THE SPECIAL CONDITIONS THE SPECIAL CONDITIONS
SHALL GOVERN. THE CONTRACTOR SHALL OBTAIN AND USE ALL
APPLICABLE ADDENDA.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ITS
WORK WITH ANY WORK TO BE PERFORMED BY THE UTILITY OWNERS OR
OTHERS IN THE RIGHT—OF—WAY. ARRANGE A SCHEDULE OF OPERATIONS
THAT WILL ALLOW FOR THE COMPLETION OF THE PROJECT WITHOUT ANY
UNDUE DELAY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
EXISTING STRUCTURES, UTILITIES, FENCES, SHRUBBERY, AND RETAINING
WALLS, ETC. WHICH ARE NOT TO BE DISTURBED DURING CONSTRUCTION.
REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
8. ALL EXCESS MATERIALS SHALL BE HAULED OFF BY THE CONTRACTOR.
EXCESS GRADE MATERIAL SHALL BE SPREAD AT THE DESIGNATED
PERMANENT STOCKPILE AREA WITHIN THESE DRAWINGS. REFUSE SHALL
BE DISPOSED OF LEGALLY OFFSITE.
9. THE PROPOSED BANKFULL LINE, FLOODPLAIN LINE, SLOUGH LINE AND,
CUT LINE SHOWN WITHIN THE PLAN/PROFILE SHEETS DENOTE PROPOSED
GRADING BREAKLINES, OR GRADE TRANSITION POINTS, AS INDICATED IN
THE TYPICAL CROSS—SECTIONS, PROFILE, AND CROSS—SECTIONS. GRADE
LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT
STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE—IN OR TO CREATE A MORE "NATURAL" APPEARANCE FOR
STREAM, WETLAND WORK, AND SLOUGH WORK.
SUBSURFACE:
LIMITED SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS
PROJECT (SEE PROJECT MANUAL). THE CONTRACTOR SHALL BE RESPONSIBLE
FOR MAKING ADDITIONAL SUBSURFACE EVALUATIONS.
UTILITIES:
THE CONTRACTOR SHALL CALL THE "CONTACT ONE—CALL CENTER" BY DIALING
811 BEFORE DIGGING. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES
INSIDE THE CONSTRUCTION CORRIDOR.
TOPSOIL REMOVAL AND STOCKPILE:
1. TOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN
ALL GRADED FLOODPLAIN, WETLAND SLOUGHS, AND STREAM BANK AREAS
TO A MINIMUM 4" DEPTH UNLESS A GREATER DEPTH IS OTHERWISE
SPECIFIED. THE FINAL GRADE ELEVATIONS INCLUDE THE APPLICATION OF
THIS TOPSOIL LAYER. THEREFORE, IN THESE AREAS IT MAY BE
NECESSARY TO OVER EXCAVATE TO ACCOUNT FOR THE REPLACEMENT
DEPTH OF THE TOPSOIL. THE CONTRACTOR IS RESPONSIBLE FOR
TEMPORARILY STOCKPILING THE TOPSOIL FOR RE—PLACEMENT
THROUGHOUT CONSTRUCTION.
TRAFFIC CONTROL:
1. ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS MUST BE MAINTAINED
DURING CONSTRUCTION. IF ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS
CANNOT BE MAINTAINED DUE TO CONSTRUCTION ACTIVITIES, ON—STREET
PARKING WITHIN 50 FEET OF PRIVATE ACCESS TO THE RIGHT—OF—WAY
AND PEDESTRIAN WALKWAY AROUND CONSTRUCTION ACTIVITY MUST BE
PROVIDED.
2. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLOW IS
MAINTAINED ON ALL IMPACTED CITY STREETS DURING CONSTRUCTION.
3. WHEN A TEMPORARY CLOSING IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE CITY OF GREENSBORO AND GDOT TO IMPLEMENT A
TRAFFIC CONTROL PLAN.
CONSTRUCTION SEQUENCE:
1. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF WORK TO THE CITY AND
ENGINEER FOR APPROVAL. THE CONTRACTOR SHOULD GENERALLY PLAN TO
CONSTRUCT THE PROPOSED STREAM IMPROVEMENTS FROM UPSTREAM TO
DOWNSTREAM TO PROTECT COMPLETED STREAM SECTIONS FROM
SEDIMENTATION DURING CONSTRUCTION. THE CONTRACTOR MAY PROPOSE
AN ALTERNATIVE CONSTRUCTION SCHEDULE FOR APPROVAL BY THE
ENGINEER.
2. THE CONTRACTOR SHALL COORDINATE A PRE—CONSTRUCTION MEETING WITH
CITY STAFF, PRIVATE AND PUBLIC UTILITIES, AND THE DESIGN ENGINEER.
THE CONTRACTOR SHALL SCHEDULE THE MEETING A MINIMUM OF 48 HOURS
PRIOR TO ANY LAND DISTURBING ACTIVITY.
3. THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY ONSITE LAND
DISTURBANCE ACTIVITY TO LAND QUALITY SECTION'S WINSTON—SALEM
REGIONAL OFFICE AT [phone] 48 HOURS PRIOR TO MOBILIZATION.
4. THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEASURES, EROSION
CONTROL MEASURES, TREE PROTECTION FENCING, AND OTHER MEASURES
AS SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL
THESE ITEMS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN
FENCE INSTALLATION IS COMPLETE FOR INSPECTION BY THE CITY.
INSPECTION BY THE LAND QUALITY SECTION IS NOT NECESSARY PRIOR TO
COMMENCING LAND DISTURBANCE AS THE LAND QUALITY SECTION WILL
PERFORM PERIODIC INSPECTIONS FOR COMPLIANCE.
5. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED
FOR WORKING IN A LIVE STREAM PER THE PLANS AND SPECIFICATIONS
AND/OR AS DIRECTED BY THE PROJECT ENGINEER. SEE EROSION AND
SEDIMENT CONTROL PLAN.
6. THE CONTRACTOR SHALL SET/STAKE AT A MINIMUM THE STREAM
CENTERLINE, PROPOSED TOP AND TOE OF SLOPES, STRUCTURE LOCATIONS,
AND LIMITS OF DISTURBANCE IN THE FIELD PER THE DRAWINGS. THE
ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF THE
PROPOSED ITEMS BEFORE THE CONTRACTOR BEGINS ANY CONSTRUCTION.
7. CLEAR VEGETATION AS WORK PROGRESSES ALONG THE PROPOSED BANK
STABILIZATION, STREAM CHANNEL ALIGNMENTS, AND BANKFULL BENCH
EXCAVATION LOCATIONS. THE CONTRACTOR SHOULD PAY SPECIAL
ATTENTION TO REMOVED TREES THAT CAN BE USED IN THE PROPOSED LOG
STRUCTURES OR TRANSPLANTS. STOCKPILE TREES THAT WILL BE USED
LATER AS ROOTWADS AND LOGS. SHRUBS AND TREES LESS THAN 3" IN
DIAMETER THAT ARE TO BE TRANSPLANTED SHALL BE MARKED WITH
HIGHLY VISIBLE TAPE BY THE ENGINEER. THESE SHRUBS AND TREES
SHALL BE SAVED FOR TRANSPLANTING AND STOCKPILED. ALL SHRUBS
AND TREES MARKED TO BE TRANSPLANTED SHALL BE REMOVED ENSURING
THAT THE ROOT MASS IS INTACT.
CONSTRUCTION SEQUENCE (CONTINUED)
8. WHERE DESIGNATED, THE CONTRACTOR SHALL CONSTRUCT PROPOSED
CHANNEL IMPROVEMENTS. AS THE SITE IS GRADED THE CONTRACTOR
SHALL STOCKPILE TOPSOIL FOR LATER USE.
9. THE CONTRACTOR SHALL CONSTRUCT CHANNEL AND BANK STABILIZATION
TO A STABLE FORM BEFORE MOVING OUT OF THE WORK AREA. A STABLE
FORM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE COMPLETION OF FINAL
GRADE, THE COMPLETE INSTALLATION OF IN—STREAM STRUCTURES,
TRANSPLANTS, EROSION CONTROL MATTING, TOPSOIL AND TEMPORARY
VEGETATION ACCORDING TO THE TEMPORARY SEEDING SCHEDULE.
SECTIONS OF STREAM WITHIN THE PUMP AROUND OPERATION WORK ZONE
SHALL BE STABILIZED WITH MATTING BY THE END OF THE WORK DAY.
10. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED
FOR WORKING IN A LIVE STREAM PER THE PLANS AND SPECIFICATIONS
AND/OR AS DIRECTED BY THE PROJECT ENGINEER. SEE EROSION AND
SEDIMENT CONTROL PLAN.
11. CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION,
EROSION CONTROL MATTING, TRANSPLANTS, AND STRUCTURES. AS
NECESSARY CONTRACTOR SHALL RE—SEED AREAS WITH TEMPORARY
SEEDING TO MEET THE COVERAGE REQUIREMENTS IN THE PROJECT SPECIAL
CONDITIONS.
12. IF CONSTRUCTION IS COMPLETED DURING THE PLANTING SEASON SPECIFIED
HEREIN, THEN INSTALL FINAL PLANTING PER THE DRAWINGS AND
SPECIFICATIONS. OTHERWISE, DELAY FINAL PLANTING UNTIL THE PLANTING
SEASON.
13. THE CONTRACTOR SHALL COORDINATE A FINAL SITE INSPECTION WITH THE
CITY STAFF AND ENGINEER TO REVIEW THE COMPLETED SITE CONSTRUCTION
AND TO OBTAIN FINAL APPROVAL.
14. UPON FINAL APPROVAL, THE CONTRACTOR SHALL NOTIFY THE LAND
QUALITY SECTION WHEN ALL LAND DISTURBANCE ACTIVITY IS COMPLETE
AND A GOOD STAND OF TEMPORARY VEGETATION HAS BEEN ESTABLISHED.
15. REMOVE SILT AND CONSTRUCTION FENCES, AND OTHER TEMPORARY
EROSION CONTROL DEVICES AFTER APPROVAL.
1
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Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT:`�N•'CARo,����,, "" PROJECT:
5/26/17
;'o�:••�'ss'•'••`•' " DRAWN BY: SOUTH BUFFALO CREEK HABITAT
CITY OF GREENSBORO
■�MI� DESIGNED BY: AND WATER QUALITY
NC LICENSE #F-0102 Q
K421 FAYETTEVILLE ST., STE. 600 TITLE: = 044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >orn RALEIGH, NORTH CAROLINA 27601ITRU :� CHECKED BY: IMP R O V E M E N T PROJECT PHASE IV
PHONE: [phone] �G� �`l� : • WRW
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose �`
and client for which it was prepared. Reuse of andimproperreliance on this document without written authorization nd adaptation by pmle GENERAL NOTES ''��, •••••••• �.`` SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 '',� L. � JOB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: " 012137010 02 OF 37

SURVEY LEGEND
CURB INLET/CATCH BASIN
o SANITARY SEWER VANHOEE
HIRE HYDRANT
EIGHT POLE
POWER/UTILITY POLE
GUY WIRE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED VETAE PIPE
X VALVE
13 WATER METER
SI ON
ZR TREE
EXISTING BEDROCK
TOP OF BANK
OVERHEAD POWER
STORV SEWER
SANITARY SEWER
ROAD CENTERLINE
BUILDINGS & STRUCTURES
RETAINING WALL
SIDEWALK
110+00
STREAM CENTERLINE
SWALE OR DITCH
MAJOR CONTOUR
VINOR CONTOUR
BACK OF CURB
EDGE OF PAVEMENT
FACE OF CURB
TOP OF BANK
PROPERTY BOUNDARY
ZONE 1 BUTTER
ZONE 2 BUFFER
oaR CONTOURS FROV EIDAR
(NOT SURVEYED)
000
EXISTING LEGEND
PROPOSED LOG CROSS VANE
EXISTING BOULDER CLUSTER
EXISTING ROCK A—VANE
EXISTING SOIL LIFTED SLOUGH
ENTRANCE WITH BOULDER SILL
EXISTING ROCK VANE
EXISTING LOG VANE
PROPOSED PLAN
LEGEND
20" PROPOSED
STREAM CENTERLINE
PROPOSED
STREAM BANKFULL
735 PROPOSED
MAJOR CONTOUR
734 PROPOSED
MINOR CONTOUR
107+20.00 CROSS SECTION
1BB INNER BERM
BENCH
—BFB BANKFULL
BENCH
PROPOSED
CONSTRUCTED RIFFLE 16
PROPOSED LOG VANE 16
PROPOSED LOG J—HOOK
PROPOSED TOE WOOD ,$
PROPOSED ROCK TOE
PROPOSED RIP RAP
BRUSH MATTRESS ,_
PROPOSED PROFILE LEGEND
EXISTING GROUND ELEVATION
AT PROPOSED CENTERLINE
PROPOSED CHANNEL BOTTOM
ELEVATION
EXISTING LOG ROCK AND ROLL RIFFLE
EXISTING BOULDER STEP POOL
EXISTING RIP RAP
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r and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2017
PROPOSED
EROSION CONTROL LEGEND
PLANTING PLAN LEGEND
EXISTING MAJOR CONTOUR
ZONE
EXISTING MINOR CONTOUR
LIVE STAKE PLANTINGS
PROPOSED MAJOR CONTOUR
ZONE
PROPOSED MINOR CONTOUR
SLOUGH/BANKFULL BENCH PLANTINGS
L0D
PROPOSED LIMITS OF DISTURBANCE
4 —
PROPOSED TEMPORARY SILT FENCE 18
e
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
5 —
PROPOSED EXCAVATION DISPOSAL AREA
TPF
PROPOSED TREE PROTECTION FENCE
/// TPF
PROPOSED COMBINATION TREE PROTECTION/SILT FENCE
''M
DIVERSION SWALE/BERM 20
WATTLE WITH POLYACRYLAMIDE (PAM)
CSB
CONSTRUCTON SEQUENCE BOUNDARY
PROPOSED TEMPORARY HAUL ROAD
®
PROPOSED TEMPORARY CONSTRUCTION ENTRANCE/EXIT 18
PROPOSED TIMBER MAT 1g
®
1
PROPOSED TEMPORARY STREAM CROSSING W/ PIPE%19
PROPOSED TEMPORARY STAGING AREA
°°�
IN—STREAM ROCK SILT DAM
1g
TREE TO BE REMOVED
CD CD
COFFER DAM 21
SCSC
FLOATING SILT CURTAIN
0
18
COIR FIBER MATTING APPLICATION
®
12
SKIMMER BASIN 20
4
ID
IMPERVIOUS DIKE FOR PUMP AROUND
1
21
DEWATERING PUMP AROUND 21
SILT FENCE STONE OUTLET
18
GDB
GEOTEXTILE DEWATERING DIRT BAG
21
TEMPORARY SLOPE DRAIN
20
TEMPORARY ROCK CHECK DAM13
PREPARED IN THE OFFICE OF:
■
DRAWN BY: CHECKED BY: Kimley)))Horn
CLIENT:
NC LICENSE #F-0102
421 FAYETTEVILLE ST., STE. 600 TI TSE:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2017
CITY OF GREENSBORO
LEGENDS
��•` CARO ''�,,
PROPOSED
PLANTING PLAN LEGEND
0
ZONE
2 —
LIVE STAKE PLANTINGS
®
ZONE
3 —
SLOUGH/BANKFULL BENCH PLANTINGS
CHECKED BY:
ZONE
4 —
RIPARIAN PLANTINGS
+
ZONE
5 —
WETLAND PLANTINGS
ZONE
6 —
UTILITY/ACCESS PLANTINGS
CITY OF GREENSBORO
LEGENDS
��•` CARO ''�,,
DATE:
5/26/17
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JOB NUMBER:
1 1 1 1"00
SEAL: "
012137010
CROSS SECTION LEGEND
EXISTING GROUND
PROPOSED GROUND
PROPOSED FILL
PROPOSED SOIL LIFT
e
Know what's below.
Call before you dig.
PROJECT:
SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
IMPROVEMENT PROJECT PHASE IV
PRELIMINARY - NOT FOR CONSTRUCTION SHEET NUMBER
03 OF 37

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CLIENT: DATE: PROJECT:
PROJECT:
PREPARED IN THE OFFICE OF: �.�
CITY OF GREENSBORO ,�o�:.•F•SS••••.� '=; DRAWNBY:Y SOUTH BUFFALO CREEK HABITAT
• NC LICENSE #F-0102 MIIV
DESIGNED BY: AND WATER QUALITY
JI K421 FAYETTEVILLE ST., STE. 600 TITLE: - •004460 = JLY
Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:imle orn > RALEIGH, NORTH CAROLINA 27601 VMR*CHECKED BY: IMPROVEMENT PROJECT PHASE IV
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Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 SHEET �`' PRELIMINARY - NOT FOR CONSTRUCTION
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JI K421 FAYETTEVILLE ST., STE. 600 TITLE: - •004460 = JLY
Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:imle orn > RALEIGH, NORTH CAROLINA 27601 VMR*CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] EXISTING CONDITIONS KEY AE wRw
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose �� / ••
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by ��, ���
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Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 SHEET �`' PRELIMINARY - NOT FOR CONSTRUCTION
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Kimley—Horn end Associates, Inc. shall be without liability to Kimley—Horn end Associates, Inc. ©2017 JOB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
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MATCHLINE SEE SHEET 07
PREPARED IN THE OFFICE OF:
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PROJECT:
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DESIGNED BY: AND WATER QUALITY
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REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:i m e orn > RALEIGH, NORTH CAROLINA 27601 N§TR U : } CHECKED BY: IMPROVEMENT PROJECT PHASE IV
i PHONE: [phone] AGI NE WRW
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DESIGNED BY: AND WATER QUALITY
JI 421 FAYETTEVILLE ST., STE. 600 TITLE: - •004460 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:i m e orn > RALEIGH, NORTH CAROLINA 27601 N§TR U : } CHECKED BY: IMPROVEMENT PROJECT PHASE IV
i PHONE: [phone] AGI NE WRW
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Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ©2017 '''� 11. ��`�� PRELIMINARY - NOT FOR CONSTRUCTION
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PREPARED IN THE OFFICE OF: CLIENT: ```�����������''� oaTE5/26/17 PROJECT:
.N .CARo<-
CITY OF GREENSBORO ;'o�:••F• SS''•••' " DRAWN BY: SOUTH BUFFALO CREEK HABITAT
0 [o
'c ■ NC LICENSE #F-0102 MIIV
= DESIGNED BY: AND WATER QUALITY
JI 421 FAYETTEVILLE ST., STE. 600 TITLE: _ •004460 �l• = JLY
Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: > RALEIGH, NORTH CAROLINA 27601 N§TRU i CHECKED BY: IMPROVEMENT PROJECT PHASE IV
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i AGI WRW
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyi m e orn PHONE: [phone] NE
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X o - r _ cictes, Inc., 2017 SEAL: ���""��� 012137010 14 OF 37

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• NOTES: 0�0oO0Oo° 0 00� 00 o 0000
1. REFER TO PROJECT SPECIFICATIONS FOR IN -STREAM °°��O �O°O °�° SECTION A -A
/ 0 o MATERIAL STRUCTURE PLACEMENT, CONSTRUCTION, AND 0� 0 °00� °0
NAIL FILTER FABRIC O O O
TO BACK OF LOG 2. METHODS FOR SECURING LOGS: 00° O 0 O o°�
• 1/4" STAINLESS STEEL CABLE 00 0-1.0 °° O0 0
3 VANE, SEE SL 1/2" GALVANIZED REBAR �O °00° 0( o Ooh °RIFFLE
o SPECIFICATIONS. 3. STRUCTURE DIMENSIONS ARE CONTAINED WITHIN THE ° O 00° ° o °o ° 0 (SEE
IN -STREAM STRUCTURE DATA TABLE THIS SHEET. 00 O° ° ° O
OO ° ° O PLAN/PROFILE
HOOK BOULDERS I \ o BACKFILL 00 O 000 0 00 00 o OL" FOR
0 0 000 00 OOOo oc'-') LENGTH) TO TIE FLAT o MATERIAL j q00°DO �O °00000°� CONSTRUCT RIFFLE WITH 1.0' DEEP
INTO POINT BAR \ o O° 00 00° 0000° o GRADATION OF 1"-12" RIP -RAP, #57
Y °°00 O O°O ° - COIR FIBER STONE, AND APPROXIMATELY 10% STICKS,
COMPACTED EARTH Q 00 0� 00 0 0°0 MATTING (TYP) 0.2' MIN.
,., STREAM BANK m O 0 00 O O BRANCHES LESS THAN 4" IN DIAMETER,
0 O° o ° 000 ° 0°0
O O O AND LEAF PACK.
Oo O OOo O�0 O
1/2 ���� STREAM CHANNEL
OW K A — 00 0 �0° o��� 00OCR
0 0° oO
W FILTER FABRIC, TYP. 00 �O°°O O °O°o0 OCOoo °00 °°
— ° O
-�—� O TOP OF �o�°�o�oo o°
A BANK TOE OF SLOPE
ANCHOR LOG BY LOG VANE ARM BACKFILL MATERIAL
PINNING WITH
COMPACTED ROF
RIFFLE
HEADER ROCK STREAM BED
PLAN VIEW SECTION B -B
SECTION B -B PLAN VIEW
LOG VANEQ6 1 CONSTRUCTED RIFFLE (�3
NOT TO SCALE NOT TO SCALE 1 6
M
0
r- m
O co
T1 z
13 MIN. FROM EDGE 7K
D C
c
M BANK GRADING ABOVE RIP
RAP PER TYPICAL SECTION
A COIR FABRIC (TYP) OR GRADING ON PLAN
SEE DETAIL INNER BERM ELEVATION
6"-18" RIP RAP AT
(SEE PLAN, PROFILE, AND TYPICAL SECTIONS)
GRADE/FLUSH WITH BANK
BANKFULL ELEVATION
POOL PER PROFILE SEE PLAN WATER SURFACE
MATCH TYPICAL DIMENSIONS
0
\TOE OF SLOPE
LIVE CUTTINGS (PER PLANTING SHEET) 2 MIN. �O
NON -WOVEN GEOTEXTILE FABRIC V ` 6 MAX ABOVE "BASE FLOW" 00°000°��
LARGER BRUSH LAID PERPENDICULAR �' T12" DEEP
TO FLOW T STREAM GRADING PER PLAN
\ - RIFFLE SECTION
A / BASE NORMAL FLOW ELEVATION
/ 6"-18" RIP RAP AT GRADE
\ SEE PLAN VI—EOR FLUSH WITH BANK
OE
\V/ EXTENTS OF TWO
18" MIN. EXCAVATED POOL PER PROFILE -------WATER SURFACE
\ 3.5' MIN. 000 TOE OF SLOPE
BRUSH LAID PERPENDICULAR TO THE NOTE:
STREAM BED AND COMPACTED. °�00
1. BRUSH SHALL BE A VARIETY OF DIAMETERS AND SHALL oo�
75% BRUSH (STICKS/LEAVES/BRANCHES) BE LAID GENERALLY PERPENDICULAR TO FLOW AND
25% ON-SITE EARTH MATERIAL 4"-8" DIAMETER LOGS LAID COMPACTED BY DIRT. 12" DEEP
PERPENDICULAR TO STREAM. 2. FIRST LAYER OF BRUSH SHALL BE A BED OF 3"
LIMBS/BRUSH SET 18" MIN. BELOW THE BED.
FILL VOIDS WITH EARTH AND
3. LAYERS ABOVE 1st LAYER SHALL BE 75% BRUSH OF A POOL SECTION
BRUSH. VARIETY OF SIZES WITH 25% ON SITE MATERIAL FILLING
VOIDS.
4. BRUSH BROUGHT UP IN LIFTS.
PLAN VIEW 5. GRADING ABOVE
SECTION AND/OR THE
N /ORTHETOGRADING P ODJ PER THE TYPICAL
TOE WOOD PROTECTIONQ6 2 ROCK TOE PROTECTION (�4
NOT TO SCALE NOT TO SCALE Q J6
Q,
3;:
ri
PROJECTREACH
SL
(FT)
OW
(FT)
BW
(FT)
KW
(FT)
As
( % )
SEE PROFILE
FORSPACING
9
BETWEEN
-
UT2
3.5
7
3
1.0-2.0
STEPS AND
INVERT
n
ELEVATIONS
o SEE PROFILE
FORSPACING
BETWEEN
i UT3 3.5 7 3 1.0-2.0
i STEPS AND
INVERT
n
n ELEVATIONS
IN -STREAM STRUCTURE DATA TABLE
0 BOULDER MEAN LOG MINIMUM
(DEGREES) DIAMETER DIAMETER BMD BMW
(IN) (IN) (FT) (FT)
10-30
30 -Oct
D TABLE NOTES
i 1. DIAMTETER PROVIDED WITHIN THE IN -STREAM STRUCTURE DATA TABLE APPLYTO ALL DETAILS ON THIS SHEET.
V 2. % COMPOSITION=PERCENT COMPOSITION BY VOLUME OF MATERIAL.
30
30
10
10
2
2
2
BACKFILL MATERIAL
MATERIAL
WELL GRADED MIX %COMP.2
2"-12" RIP RAP NATURAL 40
CHANNEL MATERIAL NCDOT 30
NO. 57 STONE HARDWOOD 20
MULCH
2"-12" RIP RAP NATURAL
CHANNEL MATERIAL NCDOT
2 NO. 57 STONE HARDWOOD
MULCH
HE
40
30
20
10
e
Know what's below.
Call before you dig.
o PREPARED IN THE OFFICE OF:
CLIENT: ���"""'��,,,� PROJECT:
�.5/26/17
�N .�I f?o
E CITY OF GREENSBORO 1110, •F•SS••••.� '=; DRAWNBY:Y SOUTH BUFFALO CREEK HABITAT
pw
(qJL
• NC LICENSE #F-0102 MIIV
Q - DESIGNED BY: AND WATER QUALITY
JI 421 FAYETTEVILLE ST., STE. 600 = 004460$ = JLY
RALEIGH, NORTH CAROLINA 27601 TITHE.TRu ::� IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: Y�� CHECKED BY:
i PHONE: [phone] • •!LGI N� •' WRW
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purposei m e orn �,
r and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by DETAILS '��, •L ••••• ��`` SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 JOB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: '11,111 012137010 16 OF 37

n
E
10
D
I
Y
`\—
V -. .. ..
:.,.
• •SLOPE
8"-10" DEEP TRENCH
BASAL END OF MATTRESS
Tn RF INSFRTFr) RFI nW RASF FI OW
" . ..,
24" MIN.
PLAN VIEW
REACH
1;'-12;' RIP RAP, #57
STONE AND NATURAL
CHANNEL MATERIAL
LENGTH 20.0
S 2.0%
ARM TIE-IN HEIGHT 0.4 -
ANGLE (0) 17.0 -
BOULDER, TYP. SEE PROFILE FOR
ELEVATION
NONWOVEN GEOTEXTILE FABRIC, TYP.
2x41N. OR 2x21N.
LIVE OR DEAD STAKE.
NOTCHED FORE ROPE
ok 00 111& 1
1/3
1/3
1/3
FLOW
-M-y
0
< BASE FLOW
BASE FLOW
BASE FLOW
WIRE OR JUTE ROPE
STA 30 FT. 0.
Li
SECU R R ED TO STAKES
\/�\�\�/�\�/�\�/�\�/�\�/�
w
BRUSH MATTRESS
0
JUTS ROPE,
o
w
A
w
�
(MIN. 121N. THICK)
5/8" MINIMUM
<
��
BED
w
WELL GRADED MIX OF
1"-12" RIP RAP, #57 0
BURY END OF LOG VANE INTO
(8)
STONE AND NATURAL �' 0
0 o
EXCAVATED
POOL
' 3.0 ft.
CHANNEL BED 1'-2'
p
CD
CHANNEL MATERIAL
NAIL FILTER FABRIC TO BACK OF
2.0' MIN.
RO K TO
p
LOG VANE
2.0'
MIN.
NOTES:
1.
DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE
r
LOG VANE
ARM TIES INTO THE BANK.
�2
\
2.
BACKFILL MIX TO BE USED TO REDUCE VOIDS BETWEEN
HEADERS AND FOOTERS.
of
p
3.
LOGS SHOULD BE. 8"-12" DIAMETER.
I
4.
BOULDERS SHALL BE 2' X 2' X 2'.
O
COVER UPSTREAM FACES WITH
SECTION
A -A
Q
NONWOVEN GEOTEXTILE FABRIC,
ANCHOR LOG BY PINNING WITH
TYP.
BANKFULL
AREA OF
HEADER ROCIl;
STAKES DRIVEN ON
ENLARGED
POOL
^fin C'
"
12"x18" CENTERS EACH WAY.
SECTION
MINIMUM LENGTH 3FT.
DETAIL
POOL EXCAV TED PER
PROFILE OR DIRECTION OF
FLOW
ENGINEER
y
\
-
0%2%
SLOpE
LOG VANE, 8"-12".
DIAMETER
\
BED o o
KEY INTO BANK MINIMUM
OF 4.0' AT AN
A
ELEVATION EQUAL TO SLIGHTLY LOWER THAN
�-
HEADER ROCK
INNER BERM
NONWOVEN GEOTEXTILE FABRIC,
'. '.-.
WELL GRADED MIX OF
HEADER ROCK, TYP. 24" TYP.
2.0 ft.
.- ..> .�••°:. •. .•
:-:,,.::-•
C(�/�TCD
onrl!
.. ..
RAIN FIIA
`\—
V -. .. ..
:.,.
• •SLOPE
8"-10" DEEP TRENCH
BASAL END OF MATTRESS
Tn RF INSFRTFr) RFI nW RASF FI OW
" . ..,
24" MIN.
PLAN VIEW
REACH
1;'-12;' RIP RAP, #57
STONE AND NATURAL
CHANNEL MATERIAL
LENGTH 20.0
S 2.0%
ARM TIE-IN HEIGHT 0.4 -
ANGLE (0) 17.0 -
ROCK TOE -- -- -- --- - -- - tli 1 1UN M-0
CLASS II RIP -RAP
BRUSH MATTRESS LOG J -HOOK 3
NOT TO SCALE Q7,) NOT TO SCALE 1 7
1"
MATTING WOODEN ANCHOR TRENCH 2" POOL
IN TRENCH ON 1' CENTERS 2 RIFFLE
ANCHOR OVERLAP 24"
ON 1' CENTERS
RIFFLE
ANCHORS ON NOTE:
3' CENTERS NAIL MAY BE USED IN LIEU f`� POOL
OF NOTCH.
�•-�
COIR FIBER MATTING INSTALLED PER RIFFLE `y
DIRECTION OF FLOW WOODEN ANCHOR DETAIL MANUFACTURER'S SPECIFICATIONS WITH POOL �`�
LIVE STAKING, PERMANENT AND RIFFLE
TEMPORARY SEEDING PER PLANS AND
SPECIFICATIONS. (TYPICAL BOTH SIDES)
U
BARE ROOT, PLAN
ONE COIR FIBER MATTING TYP.
6" OVERLAY (MIN.) ROLL WIDTH CENTERED AT FLOODPLAIN/
TOE OF SLOPE COIR FIBER 18" (TYP.) EX
MINIMUM ROLL WIDTH =12.0' MATTING BACKFILL GROUND
PLAN VIEW COIR FIBER EXISTING GRADE
MATTING ANCHORS ON
3' CENTERS
SLOUGH SIDE SLOPE PROPOSED GRADE -
TRENCH IN WOODEN TRENCH IN MATTING 6" MIN.
MATTING ANCHOR EXTEND MATTING
AND ANCHOR PLACED AT TO NORMAL WATER
TOE OF SURFACE ELEVATION 6 MIN
SLOUGH SLOPE
BOTTOM ANCHORS ON
NOTE: 1' CENTERS
IN AREAS TO BE MATTED, ALL SEEDING, SOIL IN TRENCH
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT - - L - - MATTING SHALL BE
SPECIFICATIONS, AND PLANTING NOTES PRIOR = PLACED IN TRENCH
TO PLACEMENT. LIVESTAKE, TYP. AND BACKFILLED
LIVE STAKE, TYP.
6" MIN. STREAM BED
TYPICAL SLOUGH CROSS SECTION TYPICAL STREAM BANK CROSS SECTION
COIR FIBER MATTING 2
NOT TO SCALE QJ7
1
8�1
Know what's below.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT: `�N.'CARo,����"" PROJECT:
5/26/17
CITY OF GREENSBORO ;'o"<.. ss'''... " DRAM BY: SOUTH BUFFALO CREEK HABITAT
■�MI � DESIGNED BY: AND WATER QUALITY
NC LICENSE #F-0102 Q
421 FAYETTEVILLE ST., STE. 600 TITLE: = 0044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:im e orn > RALEIGH, NORTH CAROLINA 276011 TRU F. CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] tiG1 N : • � WRW
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose �, �;
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by DETAILS ���, �.` SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 '',� �• ��'' ADB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: " 012137010 17 OF 37

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CONSTRUCTION ENTRANCE DETAIL
NO TE.'
IN ADDITION THIS TEMPORARY GRAVEL ENTRANCE WILL REDUCE IMPACT OF STREET FLUSHING FEE
EFFECTIVE JULY 1, 1997. CITY OF GREENSBORO ORDINANCE SECT. 26-27 "STREET FLUSHING FEES%
C/ T Y OF OREENSB ORO
TEMPORARY CONSTRUCTION ENTRANCE DETAIL STD.N0.1 REV.
�\ (STATE REQUIREMENTS) 436-A 03%03
QP
EDGE OF PAVEMENT
SEE INSET A
EXCELSIOR WATTLE
5�
TYPE 4 EROSION
CONTROL MATTING
BACK
SLOPE
2' UPSLOPE
STAKE
2 IN.
� SEE INSET
NATURAL GROUND
I) III III' I 2' DOWNSLOPE
J
MATTING ,-r STAKE
D CROSS SECTION - TRAPEZOIDAL DITCH
Y
.^_
C
n I Al CROSS SECTION - VEE DITCH
0
n PAGE 1 AF 2
C/ T Y OF GREENSBORO
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 12/10
457
m�.%
I)
r
EXTENDING OUT 1.0 FT
FROM THE TREE'S TRUNK
FOR EVERY 1.0 INCH
OF TRUNK DIAMETER
MEASURED 4.5 FT
ABOVE GRADE
WOOD OR METALPOST.
MANGE SAFETY FENCING
IS REQUIRED. SPACE
POSTS ON 8' INTERVALS.
NOTES-
1. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
2. ALL TREE PROTECTION 0EYICES MUST BE INSTALLED PRIOR TO LAND DISTIA4BANCE,
-TA0Ct OIIVG THE CUTTING OF ANY TREES, AND MUST BE INSPECTED BY THE URBAN
FORESTER OR HIS DESIGNEE.
3. NO GRADING, TRENCHING, FILLING OR STORIAG OF MATERIALS IS TO OCCUR
IN THE TREE PROTECTION AREA.
4. 7REE PROTECTION FENCE MAY NOT BE REMOVED WITHOUT THE APPROVAL
OF THE URBAN FORESTER OR HIS DESIGNEE.
5. ME TREE CONSERVATION AREA SHOGED BE DESIGNATED WITH 'TREE
CONSERVATION AREA ' SIGNS POSTED VISIBL Y ON 7HE OUTSIDE OF 774E
FENCED -IN AREA. SIGNS NAY NOT BE POSTED ON 774E TREES. SEE
EXAMI BELOW.
TREE
CONSERVATION
AREA
WNA DE
CONSERVACION
DEARBOL
EXAMPLE SIGN
16" X 12' SIGN
I" BLOCK LETTERS
BLACK LETTERS ON WHITE BACKGROUND
1/4" BLACK BORDER
ALL WEATHER MEDIA
100' SUGGESTED SPACING BETWEEN SIGNS
C / T Y
OF GREENSS ORO
STD. NO. REV.
1 2 STANDARD TREE PROTECTION DETAIL 448 03-05
03-10
0
R
3
DOWNSLOPE
UPSLOPE STAKE
STAKE
PAM
x U) (1POZ.) (1 OZ.) FLOW
W
cc
_-
> =-
SEE INSET B MATTING
MIN 6' MIN.
TOP VIEW
PAM
(2 OZ.)
mom
srAKEs
STAPLES
(SPOZ.) (I OZ.)
INSET A INSET B INSET C
NOTES.•
1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE
2. USE 2 FT WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLES) IN DITCH SUCH THAT FLOW PASSES OVER THE WEIR FORMED
IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO MEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
B. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION AND FROM ANY OFFSITE BORROW MATERIAL. ANALYZE FOR APPROPRIATE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INTIALL Y APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0. 50 ".
10. ONLY POLYACRYLAMIDES FROM THE NC DWO APPROVED LIST ARE TO BE USED. ANY
y OTHER PROPOSED FLOCCULANT REQUIRES REVIEW & APPROVAL BY THE DMO AQUATIC
TOXICOLOGY UNIT.
A 11. WATTLES SHOULD BE SPACED IN DITCH USING THE FORMULA:
[WATTLE DIA. (FT) X 1001 / SLOPE (%)
= 12. WATTLE MATTING IS NOT REQUIRED ON DITCH LINES WHERE COMPLETE MATTING
INSTALLATION IS INDICATED ON THE PLANS.
PAGE 2OF2
9 C/ T Y O F G R E E N S B O R O
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 457 12/10
n
4
n
18
�I
0
4�
C
0
I
J
< REV. N..: REVISION: DATE:
Y
/ This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose
r and clientfor which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2017
PREPARED IN THE OFFICE OF:
AREA
BY SILT
METAL FENCE POST
UPSLOPE
CONTROL FABRICS TO BE 8'-0" ON CENTER.
MAXIMUM
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
STAKE
14 GAUGE MINIMUM
(X)
POST, METAL T -POST 5'-0" OR 6'-0" IN HEIGHT DEPENDING ON FILL
HOG WIRE (OPTIONAL)
SLOPE (MIN. 1.33 LB/LF STEEL CONSTRUCTION) .
100
EROSION CONTROL FABRIC
2' MAX. NATURAL GROUNI
FOR SILT FENCE - ASTM D ) WITH 12" BURIED IN TRENCH.
7,500
STONE.' (IF USED) E4 WASHED STONE PLACED 1'-0" DEEP AT SILT FENCE.
50
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
10%-20%
-MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
MAINTAIN ADEQUATE DISTANCE FOR
i+) o
i
THE CONSTRUCTION INSPECTOR.
SEDIMENT REMOVAL 6 MAINTENANCE
..... .....
PAGE I Mr 2
C/ T Y OF GREENSBORO_
� 0•.000! .. .`:!.o•.o!o
.❖. o.•... .❖.•..•.y
SL.OPE
REV.
3 SILT FENCE DETAIL
430
12/06
03/08
`-'.000OQ
".;. %• 1
18
EX. EARTH
m
ENSURE ADEQUATE
1 O -
CONTACTDOWNSLOPE
BACKFILL AND
•O STAKE
WITH GRO
SILT FENCE MUST BE ENTRENCHED AND
WOODEN
SECURED WITH COMPACTED SOIL. THE
'SLICING METHOD' MAY ALSO BE USED
WIRE STAPLES.
C
n I Al CROSS SECTION - VEE DITCH
0
n PAGE 1 AF 2
C/ T Y OF GREENSBORO
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 12/10
457
m�.%
I)
r
EXTENDING OUT 1.0 FT
FROM THE TREE'S TRUNK
FOR EVERY 1.0 INCH
OF TRUNK DIAMETER
MEASURED 4.5 FT
ABOVE GRADE
WOOD OR METALPOST.
MANGE SAFETY FENCING
IS REQUIRED. SPACE
POSTS ON 8' INTERVALS.
NOTES-
1. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
2. ALL TREE PROTECTION 0EYICES MUST BE INSTALLED PRIOR TO LAND DISTIA4BANCE,
-TA0Ct OIIVG THE CUTTING OF ANY TREES, AND MUST BE INSPECTED BY THE URBAN
FORESTER OR HIS DESIGNEE.
3. NO GRADING, TRENCHING, FILLING OR STORIAG OF MATERIALS IS TO OCCUR
IN THE TREE PROTECTION AREA.
4. 7REE PROTECTION FENCE MAY NOT BE REMOVED WITHOUT THE APPROVAL
OF THE URBAN FORESTER OR HIS DESIGNEE.
5. ME TREE CONSERVATION AREA SHOGED BE DESIGNATED WITH 'TREE
CONSERVATION AREA ' SIGNS POSTED VISIBL Y ON 7HE OUTSIDE OF 774E
FENCED -IN AREA. SIGNS NAY NOT BE POSTED ON 774E TREES. SEE
EXAMI BELOW.
TREE
CONSERVATION
AREA
WNA DE
CONSERVACION
DEARBOL
EXAMPLE SIGN
16" X 12' SIGN
I" BLOCK LETTERS
BLACK LETTERS ON WHITE BACKGROUND
1/4" BLACK BORDER
ALL WEATHER MEDIA
100' SUGGESTED SPACING BETWEEN SIGNS
C / T Y
OF GREENSS ORO
STD. NO. REV.
1 2 STANDARD TREE PROTECTION DETAIL 448 03-05
03-10
0
R
3
DOWNSLOPE
UPSLOPE STAKE
STAKE
PAM
x U) (1POZ.) (1 OZ.) FLOW
W
cc
_-
> =-
SEE INSET B MATTING
MIN 6' MIN.
TOP VIEW
PAM
(2 OZ.)
mom
srAKEs
STAPLES
(SPOZ.) (I OZ.)
INSET A INSET B INSET C
NOTES.•
1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE
2. USE 2 FT WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLES) IN DITCH SUCH THAT FLOW PASSES OVER THE WEIR FORMED
IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO MEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
B. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION AND FROM ANY OFFSITE BORROW MATERIAL. ANALYZE FOR APPROPRIATE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INTIALL Y APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0. 50 ".
10. ONLY POLYACRYLAMIDES FROM THE NC DWO APPROVED LIST ARE TO BE USED. ANY
y OTHER PROPOSED FLOCCULANT REQUIRES REVIEW & APPROVAL BY THE DMO AQUATIC
TOXICOLOGY UNIT.
A 11. WATTLES SHOULD BE SPACED IN DITCH USING THE FORMULA:
[WATTLE DIA. (FT) X 1001 / SLOPE (%)
= 12. WATTLE MATTING IS NOT REQUIRED ON DITCH LINES WHERE COMPLETE MATTING
INSTALLATION IS INDICATED ON THE PLANS.
PAGE 2OF2
9 C/ T Y O F G R E E N S B O R O
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 457 12/10
n
4
n
18
�I
0
4�
C
0
I
J
< REV. N..: REVISION: DATE:
Y
/ This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose
r and clientfor which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2017
PREPARED IN THE OFFICE OF:
NOTES'
AREA
BY SILT
METAL FENCE POST
GROUND
CONTROL FABRICS TO BE 8'-0" ON CENTER.
MAXIMUM
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
LENGTH
14 GAUGE MINIMUM
(X)
POST, METAL T -POST 5'-0" OR 6'-0" IN HEIGHT DEPENDING ON FILL
HOG WIRE (OPTIONAL)
SLOPE (MIN. 1.33 LB/LF STEEL CONSTRUCTION) .
100
EROSION CONTROL FABRIC
2%-5%
FOR SILT FENCE - ASTM D ) WITH 12" BURIED IN TRENCH.
7,500
STONE.' (IF USED) E4 WASHED STONE PLACED 1'-0" DEEP AT SILT FENCE.
50
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
10%-20%
-MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
MAINTAIN ADEQUATE DISTANCE FOR
i+) o
i
THE CONSTRUCTION INSPECTOR.
SEDIMENT REMOVAL 6 MAINTENANCE
N
PAGE I Mr 2
C/ T Y OF GREENSBORO_
SL.OPE
REV.
3 SILT FENCE DETAIL
430
12/06
03/08
_'
18
EX. EARTH
m
BACKFILL AND
COMPACT THOROUGHL Y
SILT FENCE MUST BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
'SLICING METHOD' MAY ALSO BE USED
TO INSTALL SILT FENCE (SEE NCDENR
i�
"EROSION AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL " SECTION 6.62) .
USE COG ST90432 STONE DITCH CHECK
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
SPACING AND AT ALL NATURAL DRAINAGE
AREAS. (SEE SHEET 2 OF 2) .
NOTES'
AREA
BY SILT
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
GROUND
CONTROL FABRICS TO BE 8'-0" ON CENTER.
MAXIMUM
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
LENGTH
CONTROL FABRICS TO BE 6'-0" ON CENTER.
(X)
POST, METAL T -POST 5'-0" OR 6'-0" IN HEIGHT DEPENDING ON FILL
(SO. FT.)
SLOPE (MIN. 1.33 LB/LF STEEL CONSTRUCTION) .
100
FABRIC' 3'-0" IN WIDTH (MUST BE STANDARD SPECIFICATIONS
2%-5%
FOR SILT FENCE - ASTM D ) WITH 12" BURIED IN TRENCH.
7,500
STONE.' (IF USED) E4 WASHED STONE PLACED 1'-0" DEEP AT SILT FENCE.
50
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
10%-20%
-MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
-SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
>20%
THE CONSTRUCTION INSPECTOR.
1,500
PAGE I Mr 2
C/ T Y OF GREENSBORO_
IS NO.
REV.
3 SILT FENCE DETAIL
430
12/06
03/08
03/09
18
MAXIMUM WATER
■
DRAWN BY: CHECKED BY: im e orn>
ANCHOR (MIN.
40 LB ANCHO
PER 100' OF
CURTAIN)
SECTION A -A
NOTES:
DOUBLE SILT CURTAINS SHOULD BE SPACED 10' APART.
MAXIMUM
RETAINED
AREA
BY SILT
TO BE
FENCE
GROUND
SLOPE
MAXIMUM
SLOPE
LENGTH
DRAINAGE AREA
(X)
(ft.) *
(SO. FT.)
<2%
100
10,000
2%-5%
75
7,500
5%-10%
50
5,000
10%-20%
.25
2,500
>20%
15
1,500
COG STD. #432 STONE DITCH
CHECK TO BE USED FOR SILT
FENCE STONE OUTLET
- ALL SIDE SLOPES ARE 2:1
- STRUCTURAL STONE TO BE
'CLASS B' RIP -RAP
- 12" THICK LAYER OF #57
WASHED STONE FOR EROSION
CONTROL ON FACE
NOTES.'
1. NON-EROSIVE OUTLETS ARE TO BE PLACED IN THE SILT FENCE AS SHOWN ON
THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. NON-EROSIVE OUTLETS ARE TO BE LOCATED AT ALL NATURAL DRAINAGE
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
3. THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET MUST NOT
EXCEED 1/4 ACRE.
PAW 2CF2
C/ T Y O F G R EEN S B O R O
6 STD. NO. REV.
SILT FENCE DETAIL 12106
4, 103108
,BLE
WORK
' AREA
RIVERINE FLOW
DEPTH = 1.1 x BANKFULL DEPTH
WIDTH = 1.2 x CHANNEL WIDTH
FLOATING SILT (TURBIDITY) CURTAIN
CLIENT:
NC LICENSE #F-0102
421 FAYETTEVILLE ST., STE. 600 TI TSE:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2017
NOT TO SCALE
CITY OF GREENSBORO
EROSION AND SEDIMENT
CONTROL DETAILS
5
18
```�����ii��ii���
�,•`, \A CARO ''�,,
DATE:
5/26/17
... ,
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PL�MIN�'_
DRAWN BY:
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DESIGNED BY:
_ ' =
JLY
�V TRUTi
CHECKED BY:
;� •NGT NE.
•L •••
WRW
��
JOB NUMBER:
SEAL:
012137010
INSTALL SILT CURTAIN IN
"U" SHAPED DEPLOYMENT
e
Know what's below.
Call before you dig.
PROJECT:
SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
IMPROVEMENT PROJECT PHASE IV
PRELIMINARY - NOT FOR CONSTRUCTION SHEET NUMBER:
18 OF 37

Q)
E
Y
ID
Y
WASHED STONE 11.5'1
0� TOP BANK _ _ _ _ _ _ TOP ELEVATION OF STORMWATER _ _ _ _ 0.5'-1'
O O 0 #5 WASHED
0000 O O O O O 00 0 STONE
`L'�•1 MAX. y
1 22
M
DESIGN OF SPILLWAYS EXISTING SLOPE ,
DRAINAGE AREA WEIR LENGTHI #1 RIP -RAP
(ACRES) (FT) VARIES
CLASS B 1 4.0
8" TO 12" SPIKES 2 6.0
RIP RAP SIDE VIEW
EVERY 2 FT 3 8.0
4 10.0
5 12.0
1 DIMENSIONS SHOWN ARE MINIMUM
VARY TIMBER SIZE GRIP DRAG CHAIN
UNEVEN SURFACE FOR EXISTING SLOPES
IMPROVED TRACTION
PIPE NUMBER, SIZE, AND MATERIAL PER EROSION
AND SEDIMENT CONTROL PLAN SHEETS VARIES NOTE:
7r*
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
WASHED STONE SEDIMENT STORAGE REQUIRED.
CHOOSE UMBER WITH SIZE 0.5'-1'
AND STRENGTH TO SUPPORT KEY RIP RAP INTO THE DAM
SECTION A -A CONSTRUCTION EQUIPMENT I FOR STABILIZATION.
KEYED RIP RAP
#5 WASHED STONE
SPIKES EVERY 2 FT
p p
Op p LENGTH AS NEEDED FRONT VIEW
p p p
Op op 0
p p
GRIP/DRAG CHAIN
Q p 3
p p 0 Ov 00 O O O WIDTH AS NEEDED STAGGERED ENDS
Oo Oo Oo 0� Opo O��p�00 TEMPORARY ROCK CHECK DAM
� o o � v(� �JU 0o TO GRIP BANK
p p X0000000 NOT TO SCALE Q J9
0 0 0 0 p
ON
o00a00
p p 0 00 0 p SUGGESTED HARDWOOD SPILLWAY -W MIN.
p p 0 p p THREADED ROD ON OUTER SUPPORT
EVERY 3 FT 2/3 STREAM WIDTH TOP OF CHECK DAM
STREAM BANK � p p
p o
SHALL BE 1' MIN.
BELOW LEVEL OF
i LOWEST BANK.
1. PREDRILL AND INSET 3/4" THREADED STEEL RODS -� 2 MAX. -;-__
EVERY 3' AND SECURE WITH AT LEAST ONE NUT. 1 1.0' MIN.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' WITH
8" TO 12" BARN SPIKES. 00 0 0 o O 1' BELOW BANKFULL DEPTH
O O O O O
O O O O O O
STREAM BED ELEVATION
CLASS B STREAM CHANNEL O O O O 0 BRIDGE MAT 12" MIN.
RIP RAP 00000000000
�i�l � 111141 I III�I 18" MAX.
VIII I
SURFACE FLOW
IIIIIII ul�l �
DIVERSION SECTION A -A
NOT TO SCALE
1
1 IIIII�I 2" MIN.
1 SPILLWAY SHALL
TEMPORARY STREAM CROSSING WITH PIPE III
� SII 1� -- � BE 1' MIN.
NOT TO SCALE 1 I O v - BELOW TOP OF
��I �I _ CHECK DAM
�—
I1 / 2 MAX. 0 12°
� III
III � � 1 FLOW
WIDTH —�� 1 VIII L=3xH - Oo0 0 0 2� 1 H
�- A
SF SF STREAM BED ELEVATION O O
12" MIN.
O O 0 STONE FILLER -#57 STONE
SILT FENCE LOCATED 18" MAX. 0000000
AROUND PERIMETER OF RECOMMENDED BRIDGE MAT
RECOMMENDED GRADATION OF CLASS AAND BRIP-RAP
TEMPORARY STOCKPILE 1/4 SUPPORT A � 1/4 SUPPORT
SECTION B -B
TEMPORARY SOIL STOCKPILE
T R
LENGTH IL S, 0 K
A 2'-3' TYP o
SLOPE 1 SLOPE 2
SF SF HEIGHT
SF SF = STREAMBANK
BASE FLOW SURFACE FLOW
-SURFACE FLOW DIVERSION
ITITITITITITITITITITITITITITITITITITITITITITITIT DIVERSION
SECTION A -A
SF SF Y
�' A TYPICAL TIMBER MAT 2 m 0 0 0 0
PLAN VIEW 9 0a 00000000 Z
NOT TO SCALE 1 o �o ; m
STOCKPILE DIMENSIONS Q UO QC 0S:K O� L=3XH
LENGTH I WIDTH I HEIGHT SLOPE 1 ISLOPE 2 bi
OO i
STOCKPILE 11 80' 1 80' 10' MAX. 3:1 MAX. 3:1 MAX.
Q
C/)
OO �O X00 �O �O
TEMPORARY STOCKPILE 5 B PLAN
NOT TO SCALE 1 J9
IN -STREAM ROCK SILT DAM 4
NOT TO SCALE Q J9
elow.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT: `` ,,, DATE: PROJECT:
CITY OF GREENSBORO �N..CARo''''' 5/2Y: SOUTH BUFFALO CREEK HABITAT
� � DRAWN BY:
�nnif� JLY AND WATER QUALITY
NC LICENSE #F-0102 Q _ DESIGNED BY: Q
421 FAYETTEVILLE ST., STE. 600 TIDE: _ • �00446U8 �l' = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:im e orn > RALEIGH, NORTH CAROLINA 27601 �V i rRU i CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] EROSION AND SEDIMENT AGI NW
� WRW
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose '�, /
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by �'�, •• .��� SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. © 2017 CONTROL DETAILS '�,``���` JOB NUMBER: PRELIMINARY _ NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: ������ 012137010 19 OF 37

COMPACTED BERM
95% COMPACTION,
E STANDARD PROCTOR.
Y
E
DOWNSLOPE EXISTING
GROUND, STEEP CUT
E
E SLOPE OR FILL SLOPE.
0
b iII
DSI
X11
DOWNSLOPE EXISTING
GROUND, STEEP CUT - COMPACTED BERM
SLOPE OR FILL SLOPE_7��.
� \\x\77 -1
SIDE SLOPES
2 : 1 (MAX.)
TOP OF BERM WIDTH
2.0' MINIMUM
2
1 \�\\\ 1.5' FREE BOARD
\�--------
2:1 SIDE
SLOPES, MAX. CHANNEL BOTTOM
WIDTH =2.0' MINIMUM
CROSS SECTION
CHANNEL DEPTH
1.5' MINIMUM
\-UPSLOPE EXISTING
GROUND, STEEP CUT
SLOPE OR FILL SLOPE.
STABILIZE DIVERSION BERM
CHANNEL WITH TEMPORARY
SEEDING AND EROSION CONTROL
MATTING (SEE PROJECT SPECIAL
CONDITIONS FOR EROSION
CONTROL MATTING)
STABILIZE DIVERSION BERM '
CHANNEL WITH TEMPORARY
SEEDING AND EROSION CONTROL
MATTING (SEE PROJECT SPECIAL
CONDITIONS FOR EROSION
CONTROL MATTING)
UPSLOPE EXISTING GROUND,
STEEP CUT SLOPE OR
FILL SLOPE.
r's1 A A 1
DIVERSION BERM
NOT TO SCALE
STEEL FENCE POST
TOP OF EARTHEN BERM
BOTTOM ANCHORED
WITH STAPLES
�t
BOTTOM WIDTH =
2' MIN.
INFLOW DIVERSION BERM
HOLD-DOWN STAKES
NOTE:
SLOPE DRAIN TO BE BUILT
PER THE NORTH CAROLINA
EROSION AND SEDIMENT
10' SPACING
HAND -COMPACTED
ISLAND OF INLET
2:1 2:1 D2
171
CONTROL MANUAL -
I
INLET CROSS
CORRUGATED`v PIPE
PLASTIC PIPE SECTION A -A
SEE TABLE FOR
STABILIZE OUTLET WITH PIPE DIAMETER
3.0' WIDE X 10.0' LONG
X 2.0' DEPTH OF CLASS �l r�
1 AND B RIP RAP ON
FILTER FABRIC
---Illi
TOP OF
D3 HAND -COMPACTED
LEVEL SECTION FILL (ISLAND)
D4 D7
TOP OF DIVERSION � D6
NATURAL GROUND ° °
3:1
d° ° ° d° °° ° °°
DIVERSION CHANNEL - - -
SECTION B -B
CLEAN OUT MARKER
BASIN INLET PROTECTION
RIP RAP DISSIPATOR PAD
SEE TABLE FOR DIMENSIONS
LENGTH(Li) X WIDTH(Wi) X DEPTH(Di)
PROTECT WEIR WITH-
NONWOVEN
ITH-NONWOVEN GEOTEXTII
FILTER FABRIC AND
RIP RAP (SEE TABLE
0 o FOR SIZES)
TREATMENT SURFACE
AREA (SA) AT STORAGE DEPTH
JUTE NETTING
ANCHOR BOTTOM WITH STAPLES
a_ B
0
J
DIVERSION BERM
A
A
PLAN VIEW
TEMPORARY SLOPE DRAIN (2
NOT TO SCALE ��2 ;'.
STRUCTURE
DIMENSIONS
D1
10.00'
D2
1.75'
D3
4.00'
D4
5.00'
D5
0.50'
D6
2.00'
D7
0.25'
PIPE SIZE
15"
B o
J
U)
DIVERSION BERM
FLOW
HAND -COMPACTED
ISLAND OF INLET
WOODEN STAKE WITH
RETRIEVAL ROPE AN OUT ELEVATION
TOP OF BERM PRIMARY SPILLWAY ARKED. SEE DATA TABLE
ELEVATION INVERT ELEVATION FOR ELEVATION.
SKIMMER
SEE DATA TABLE FOR SIZE
5�i AND DETAIL
27
\ WEIR 18 n
< JUTE BAFFLES WITH STEEL POSTS,
WOVEN WIRE FABRIC BACKING AND COIR
� 0 0
J FIBER NETTING.
r SKIMMER 3
(SEE DETAIL) 27
J
PRIMARY SPILLWAY
BARREL - OUTFALL TO RIP RAP DISSIPATOR PAD
RIP RAP DISSIPATOR PAD SEE TABLE FOR DIMENSIONS
n SEE TABLE FOR DIMENSIONS EXTEND RIP RAP BEYOND TOE
z LENGTH(Ld) X WIDTH(Wd) X DEPTH(Dd) OF EARTHEN BERM TO LENGTH "We"
SEE TABLE FOR DIMENSIONS
z
PERSPECTIVE VIEW NOTES
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND.
I J=l l -III -III -111 -Jill
l
IIII -III-
_ NONWOVEN III
III=III-
ji GEOTEXTILEIIIJ)J1.
FILTER FABRIC-
_ OUTLET BARREL�SEE TABLE
BARREL - OUTFALL TO
RIP RAP DISSIPATOR PAD
SEE TABLE FOR DIMENSIONS
LENGTH(Ld) X WIDTH(Wd) X DEPTH(Dd)
v
2. WOOD POST ARE NOT ACCEPTABLE.
S_ 3. CONNECT SKIMMER TO OUTLET BARREL WITH HOSE PER SKIMMER DETAIL THIS SHEET.
n
0 4. USE FOR DRAINAGE AREAS NOT EXCEEDING 10 (TEN) ACRES.
i
i
5. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING TO THE TECHNICAL SPECIFICATIONS.
J
1
J
n
n
0
4�
0
>
I
J
< REV. No.: REVISION: DATE:
Y
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
r and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2017
ALUMINUM STRAP
FLEXIBLE HOSE, SS CLAMPS, -
AND THREADED MALE NIPPLE
ON OUTLET END
SHEDULE 40 COULPING
CONNECTION OUTLET
END: CONNECTION
TO OUTLET PIPE OR/
RISER
TOP OF STORAGE AREA
BAFFLES WITH METAL POST,
WOVEN WIRE FABRIC BACKING
AND COIR FIBER NETTING, TYP.
0.5 FOOT
1.0 FOOT MIN.
MIN. LINE WEIR WITH RIP RAP
Lill SEE TABLE FOR SIZE AND DEPTH (Wd)
w TOP OF BERM
- 1=III=1 1=III-III-III- `
LI_I I I...... lFIJI �
I I _ RIP RAP
NON WOVEN��� I�IL_ THICKNESS DITCH AND BURY
GEOTEXTILEIIH I -I" (yyd) FILTER FABRIC EDGE
FILTER FABRIC '' I WEIR LENGTH I (MIN. 12" OF FABRIC)
PRIMARY SPILLWAY CROSS SECTION
SHEDULE 40 SOLID PV., orv\r\oL-
PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER
SUPPLIED BY USER.
MAINTENANCE
INSPECT AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR NETTING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
Fool /I1•I•I:1 EME�
NOT TO SCALE
PREPARED IN THE OFFICE OF:
■
DRAWN BY: CHECKED BY:
im e orn
4-
20
CLIENT:
NC LICENSE #F-0102
421 FAYETTEVILLE ST., STE. 600 TITLE:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2017
NOTES:
3HDOOR 1. SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS
BMP SKIMMER OR APPROVED
DEVICE.
2. BARREL PIPE SHOULD BE SIZED
1.4 71MES THE DEPTH OF
WATER WITH A MINIMUM LENGTH
OF 6.0', SO THE INLET CAN BE
PULLED OFR MAINTENANCE.
OAT
T
Q
2ND
SKB-2
� -
1ST
INLET J�
REQUIRED SURFACE AREA
7(10
1,678 SF
CELL
,�
o CELL
CL
ZONE I�Ill
Vent Inlet
Diameter
Extention
Diameter
Barrel Pipe
Diameter
o (25%)
Male Outlet
Fitting Di am.
(25%)
(35%) -r
(in)
(in)
(in)
(in)
(in)
(in)
_I
(in)
I I=iT- =I 11=III=ITI_-1 11-1 I
f I 11=I I-
16.0
OULET ZONE
2ND CELL
1ST CELL
INLET ZONE
BAFFLE LENGTH
BAFFLE LENGTH
BAFFLE LENGTH-
BAFFLE LENGTH
BL4 BL3 BL29L1
LENGTH (Lt)
SKIMMER BASIN CROSS SECTION
0.5 FOOT
1.0 FOOT MIN.
MIN. LINE WEIR WITH RIP RAP
Lill SEE TABLE FOR SIZE AND DEPTH (Wd)
w TOP OF BERM
- 1=III=1 1=III-III-III- `
LI_I I I...... lFIJI �
I I _ RIP RAP
NON WOVEN��� I�IL_ THICKNESS DITCH AND BURY
GEOTEXTILEIIH I -I" (yyd) FILTER FABRIC EDGE
FILTER FABRIC '' I WEIR LENGTH I (MIN. 12" OF FABRIC)
PRIMARY SPILLWAY CROSS SECTION
SHEDULE 40 SOLID PV., orv\r\oL-
PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER
SUPPLIED BY USER.
MAINTENANCE
INSPECT AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR NETTING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
Fool /I1•I•I:1 EME�
NOT TO SCALE
PREPARED IN THE OFFICE OF:
■
DRAWN BY: CHECKED BY:
im e orn
4-
20
CLIENT:
NC LICENSE #F-0102
421 FAYETTEVILLE ST., STE. 600 TITLE:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2017
NOTES:
3HDOOR 1. SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS
BMP SKIMMER OR APPROVED
DEVICE.
2. BARREL PIPE SHOULD BE SIZED
1.4 71MES THE DEPTH OF
WATER WITH A MINIMUM LENGTH
OF 6.0', SO THE INLET CAN BE
PULLED OFR MAINTENANCE.
OAT
STANDARD SKIMMER DETAIL
NOT TO SCALE ��2 JO
SKIMMER BASIN DATA TABLE
SKB-1
SKB-2
Skimmer
Sizing Table
REQUIRED SURFACE AREA
2,152 SF
1,678 SF
Standard
Size
Length
(L)
Width
(W)
PVC Float
Diameter
Vent Inlet
Diameter
Extention
Diameter
Barrel Pipe
Diameter
Flexible Hose
Diameter
Male Outlet
Fitting Di am.
Coupling Conn.
Diam.
(in)
(in)
(in)
(in)
(in)
(in)
(in)
(in)
(in)
(in)
1.5
16.0
16.0
2.0
1.0
None
1.5
1.5
1.5
4.0
2.0
27.0
27.0
2.5
1.0
2.0
1.5
1.5
2.0
4.0
2.5
29.0
29.0
2.5
1.5
2.5
1.5
1.5
1.5
4.0
3.0
29.0
29.0
3.0
2.0
3.0
2.0
2.0
2.0
4.0
4.0
33.0
33.0
4.0
2.0
4.0
3.0
3.0
3.0
4.0
5.0
1 40.0
40.0
5.0
2.0 1
5.0
4.0
4.0
4.0
6.0
6.0
47.0
47.0
6.0
2.0
6.0
5.0
5.0
5.0
6.0
8.0
60.0
60.0
8.0
2.0
8.0
6.0
6.0
6.0
8.0
STANDARD SKIMMER DETAIL
NOT TO SCALE ��2 JO
SKIMMER BASIN DATA TABLE
SKB-1
SKB-2
BASIN DATA
REQUIRED SURFACE AREA
2,152 SF
1,678 SF
PROVIDED SURFACE AREA (SA)
2,999 SF
2,431 SF
BASIN BOTTOM ELEVATION
733.0 FT
732.5 FT
BASIN STORAGE ELEVATION
736.0 FT
735.5 FT
TOP OF BERM ELEVATION
737.5 FT
737.0 FT
BASIN LENGTH (Lt)
90 FT
95 FT
BASIN WIDTH (Wt)
30 FT
27 FT
LENGTH TO WIDTH RATIO
3.0
3.5
SIDE SLOPE
3 :1
3 :1
STORAGE DEPTH (Dt)
3.00 FT
3.00 FT
REQUIRED VOLUME
4,957 CF
3,582 CF
PROVIDED VOLUME
6,084 CF
4,753 CF
CLEANOUT ELEVATION
734.81 FT
734.1 FT
SKIMMER OUTLET DATA
SKIMMER DIAMETER
1.5 IN
1.5 IN
OUTLET BARREL DIAMETER
4 IN
4 IN
BARREL MATERIAL
PVC
PVC
BARREL INVERT IN.
733.0 FT
732.50 FT
BARREL INVERT OUT
732.0 FT
732.00 FT
BARREL LENGTH
84 FT
52 FT
BARREL SLOPE
1.19 %
0.96 %
DISSIPATOR PAD RIP RAP
Class A
Class A
LENGTH (Ld)
5 FT
5 FT
WIDTH (Wd)
3 FT
3 FT
RIP RAP THICKNESSS (Dd)
1 12 IN
12 IN
INLET PROTECTION
DISSIPATOR PAD RIP RAP
Class 1
Class 1
LENGTH (Li)
16 FT
16 FT
WIDTH (Wi)
6 FT
6 FT
RIP RAP THICKNESSS (Di)
24 IN
24 IN
PRIMARY SPILLWAY
INVERT ELEVATION
736.0 FT
735.5 FT
WEIR LENGTH (WL)
6.5 FT
6.5 FT
WEIR SIDE SLOPE
3 :1
3 :1
RIP RAP SIZE
Class B
Class B
WIDTH (We)
9 FT
9 FT
DEPTH (Wd)
1 18 IN
18 IN
BAFFLE ZONE LENGTHS
INLET ZONE LENGTH (BL1)
35 FT
32 FT
1ST CELL LENGTH (BL2)
25 FT
23 FT
2ND CELL LENGTH (BL3)
25 FT
23 FT
OUTLET ZONE LENGTH (BL4)
15 FT
14 FT
CITY OF GREENSBORO
EROSION AND SEDIMENT
CONTROL DETAILS
e
Know what's below.
Call before you dig.
DATE: PROJECT:
��•` �N CA/?� 5/26/17
:�'o�: ••'ss••• <� --; DRAWN BY: SOUTH BUFFALO CREEK HABITAT
P�M1��_ JLY AND WATER QUALITY
DESIGNED BY:
�D�' = JLY
r Uppa CHECKED BY: IMPROVEMENT PROJECT PHASE IV
�j. WRW
--,�'�i v` •L •••• ����`` JOB NUMBER: SHEET NUMBER:
SEAL: , 012137010 PRELIMINARY - NOT FOR CONSTRUCTION 20 GF 37

GEOTEXTILE
DEWATE
DIRT BAG WITH
STABII
6
20
OU
BY-PASS PUMP OUTL
WITH ENER(
DISSIPATOR, T)
E
IMPERVIOUS DIKE, TYP.
4
20
DEWATERIN
FOR SEDIMENT LADE
WITHIN WOF
EDGE OF FLOODPLAI
Tl'
DRY WOF
TEMPORAF
PUMP
00Lf)
D �
�
m rrl
D
SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
- -1 Al -1-1 - Tlr' -1-1 - IAl("T ILLATION.
VED.
CESSARY TEMPORARY FLEXIBLE HOSE.
JG BAG.
AMS TO ISOLATE THE WORK AREA. BEGIN
ON.
MP AROUND OPERATION. BEGIN
DEWATERED SHALL BE EQUAL TO ONE
THE PLANS.
)RE REMOVAL OF IMPERVIOUS DIKES AND/OR
dS, PUMPS, AND TEMPORARY FLEXIBLE
IRST).
AT THE END OF EACH WORK DAY. THE
T ONLY SHOW THE UPPER AND LOWER
;ONTRACTOR IS RESPONSIBLE FOR
') FOR EACH DAY'S WORK.
ED SEDIMENT AND DIRT BAG. STABILIZE
4L NOTES
\TION SHALL BE PERFORMED IN ONLY DRY OR
JMP–AROUND WORK ASSOCIATED WITH THIS
TO ISOLATE WORK FROM STREAM FLOW WHEN
INCIDENTAL TO THE WORK. THIS INCLUDES
ATTING, PRIOR TO PREDICTED RAIN FALL
:D AROUND FOR PREDICTED EVENT.
DEWATER THE WORK AREA.
%L NOTES.
u 1 r � r u n1 r
FOR CLEAN UPSTREAM P FP
CHANNEL BASE FLOW --� FP
------ — FP —
ST
eq e 40w
EXISTING STREAM
TOE OF BANK, TYP.
TOP OF EXISTING
STREAM BANK, TYP.
a)uoo
rn rn
-nKrrn
o
MINIMUM REQUIRED BASE
FLOW WIDTH FROM TOE
OF BANK SLOPE
21
EDGE OF FLOODPLAIN,
TYP.
0
W
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
GDB OUTLET. 6
� 20
0
f— -n
�I
I W
00
�I I
I
1
DRY
AF
COFFER DAM, TYP. 3
20
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
FILL PORT WITH CAP
INTERNAL STABILIZATION BAFFLE
FILL PIPE ---,
DRY WORK MIN. COFFER
AREA HEIGHT = 4.0'
\-- DRAIN
WITH CAP
EXISTING STREAM MIN. COFFER _
GRADE WIDTH = 9.0'
FRONT ELEVATION
DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE DAY.
MAY VARY IN SIZE FROM TOTAL WORK
AREA.
�
7R�qF Ow
T�9
T0&
109
7.0' MIN. OFFSET
WIDTH FROM BANK
WATER SURFACE
ELEVATION (WSE) OF DIVERTED
STREAM BASE FLOW.
WSE OF DIVERTED
FLOW AT
75% OF DAM HEI(
INTERNAL
STABILIZATION
BAFFLE
FILL PORT
WITH CAP,
TYP,
COFFER DAM GENERAL NOTES
1. A WATER -INFLATED TEMPORARY DAM, OR APPROVED EQUAL, SHALL BE USED FOR THE COFFER
DAM.
2. DYNAMIC WATER HEIGHT CONDITIONS SHALL NOT EXCEED 75% OF THE PROPERLY FILLED HEIGHT OF
THE BARRIER, OR MANUFACTURER SPECIFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S TECHNICAL
SPECIFICATIONS FOR THE COFFER DAM PRIOR TO CONSTRUCTION.
4. THERE SHOULD BE A MINIMUM 7.0' OFFSET WIDTH BETWEEN THE EDGE OF THE COFFER DAM AND
THE STREAM BANK TO DIVERT THE STREAM BASE FLOW. THE CONTRACTOR SHALL INCREASE THIS
WIDTH AS NECESSARY TO INSURE THE SAFE PASSAGE OF STREAM WATERS AROUND THE WORK
AREA.
LIFTING LOOP (OPTIONAL)
THERMAL SEAL
DRAIN WITH CAP
FILL PORT WITH CAP
DRAIN WITH CAP
SIDE ELEVATION
FILL PIPE
FILL PIPE
"11 � 1 k�1'TIONAL)
PLAN VIEW
LIFTING LOOP
(OPTIONAL)
THERMAL SEAL
DRAIN WITH CAP
EXAMPLE OF WATER FILLED COFFER DAM -
NOT
EXAMPLEOF STREAM DIVERSION OPERATION( --2--) GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES
EXAMPLE OF POPERATION (--iNOT TO SCALE 1. GEOTEX11LE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
NOT TO SCALE 2 0.5' 2 1 CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
'
WIDTH 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
TOP OF IMPERVIOUS RANGE GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
DIKE SEWN IN SPOUT 4.0'-15.0'
- 3. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
FLOW 4 x D DISCHARGE 4. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
A A BY SEDIMENT ACCUMULATION.
PONDED DRY WORK _
HOSE GEOTEXTILE DEWATERING Q
WATER AREA FILTER BAG FLOW Li 5. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
3 (n UNDISTURBED STREAM NO OUTLET IS REQUIRED PREFERRED . IF GEOTEXTILE DEWATERING DIRT
a ° �° PUMP FMO ( )
J BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
PLAN VIEW A �o��o A
Un 6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
� PLATE UPSTREAM SIDE � o � --- -- -
OF IMPERVIOUS DIKE WITH x o� PUMP WELL GRADED r 1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SANDBAGS, RIP RAP OR a HOSE MIX 8"-12" HIGH STRENGTH SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
__]Y OTHER NON -ERODIBLE RIP RAP STRAPPING FOR THE BANK OF THE CHANNEL BELOW THE WORK AREA.
MATERIAL, 1 FOOT THICK U SECURING SPOUT TO LENGTH RANGE
TOP WIDTH PLATE WITH IMPERVIOUS 1 o l PUMP HOSE 6.0'-15.0'
z 3.0' MIN. POLYETHYLENE f J
PLAN VIEW GEOTEXTILE
MEMBRANE, 20 MIL 2HIGH STRENGTH DOUBLE
WSE- THICK "J
O 2 MAX. 0.5' LAYER OF NCDOT
n HEIGHT 0° 000 000 �1 SEAMS " TYPE DEWATERING STABILIZE OUTLET
PLAN NO. 57 STONE DIRT BAG AS NEEDED
1/2 BKF DEPTH MIN.
� OR WSE + 1.0' � � O O O rr\\U DRY WORK o PUMP p F�0
�° O ° Oo° Oo° Oo° Oo° J�° AREA HOSE 0.5' LAYER OF 2"-3" O w
--
PuwP v
�_ -III III III III III III III III III III III
Q,R'R
��RIP RAP � GRADE��(�� EXISTINGEXISTING STREAM BED _0 0_
CLASS I RIP RAP, NEW �PUMP
TRENCH IN FABRIC JERSEY BARRIER OR FILTER FABRIC GROUND DISCHARGE
6.0'-15.0'
MIN. 1 FOOT OTHER APPROVED SECTION A -A 3:1 3:1 HOSE EXISTING GROUND
NON -ERODIBLE MATERIAL
n FILTER FABRIC PER DIRT BAG TO BE PLACED
SPECIFICATIONS SECTION A-AOUTLET TOON 0.5' OF NCDOT N0. STREAM BANK.
NON—WOVEN FILTER FABRIC 3.0 FEET 57 STONE TBENERGY DISSIPATOR(`5)STREAM
SIDE VIEW CHANNEL
PUMP OUTLET 21 STABILIZED OUTLET SEE
J
SEE NOTES 5-6
4 �
n
IMPERVIOUS DIKE NOT TO SCALE
NOT TO SCALE 21 GEOTEXTILE DEWATERING DIRT BAG( 6
21 Know what's below.
�I
Call before you dig.
o PREPARED IN THE OFFICE OF:
CLIENT: DATE:���"""'��,,,� PROJECT:
�. 5/26/17
.CARO/
CITY OF GREENSBORO ,�0�:.•F•SS••••.� '=; DRAWN SOUTH BUFFALO CREEK HABITAT
(q
> • NC LICENSE #F-0102 MIIV
Q - DESIGNED BY: AND WATER QUALITY
JI K H 421 FAYETTEVILLE ST., STE. 600 = 004460$ T = JLY
RALEIGH, NORTH CAROLINA 27601 TITHE: N§TRU(��:� IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: Y�� CHECKED BY:
i im e orn PHONE: [phone] EROSION AND SEDIMENT ••�G► NE.� wRw
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose �,
Y and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by ,'��i �```` JOB NUMBER: SHEET NUMBER:
y- y y- CONTROL DETAILS .••• PRELIMINARY - NOT FOR CONSTRUCTION i
Kimle He and Associates, Inc. shall be without liabilit to Kimle Horn and Associates, Inc. C 2017 �, ��
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: 012137010 21 OF 37

Q[Kimllyey—Horn
REV. No.: REVISION: DATE:
Y
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copright Kimley—Horn and Associates, Inc., 2017
NOTE:
SOME FEATURES SHOWN AS
EXISTING ARE BASED ON
PRESUMED CHANGES FROM THE
CONSTRUCTION OF PREVIOUS
PHASES.
IN \
� 1
a T�
PREPARED IN THE OFFICE OF:
■
DRAWN BY: CHECKED BY: Kimley)))Horn
CLIENT:
NC LICENSE #F-0102
421 FAYETTEVILLE ST., STE. 600 TI TSE:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2017
CITY OF GREENSBORO
EROSION AND SEDIMENT
CONTROL KEY SHEET
100' 0 _ 100' 200'
�•�` CARR '.,��
DATE:
5/26/17
�N
"�� Q� •'� '0SS �/ 'moi
P� MIN""'_
DRAWN BY:
JLY
DESIGNED BY:
= 00 lk' -
JLY
�V ITRUFi
CHECKED BY:
.!l/G I NE . .'
',''�i •••• •••
W R W
���```
JOB NUMBER:
SEAL:
012137010
Know what's below.
Call before you dig.
PROJECT:
SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
IMPROVEMENT PROJECT PHASE IV
PRELIMINARY - NOT FOR CONSTRUCTION SHEET NUMBER:
22 OF 37

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–INV IN: 729.77
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NOTE:
SOME FEATURES SHOWN AS
EXISTING ARE BASED ON
PRESUMED CHANGES FROM THE
CONSTRUCTION OF PREVIOUS
PHASES.
100' 0 50' 100' 200
Know what'sbelow.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT: ��`•�N•�CAR��.,,� v~ c5/26/17 PROJECT:
CITY OF GREENSBORO ;'�o�:••�'SS'•'••`•' �� DRAM BY: SOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
c NC LICENSE #F-0102 Q
JI 421 FAYETTEVILLE ST., STE. 600 = 044&0$ = JLY
Y > RALEIGH, NORTH CAROLINA 27601
TI TLE: TRU : IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
i im e orn PHONE: [phone] EROSION AND SEDIMENT ••..tip, IN
wRw
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose �, �;
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by ����� .`�� 106 NUMBER: SHEET NUMBER:
y y y O CONTROL PLAN•.••• PRELIMINARY - NOT FOR CONSTRUCTION
Kimle Horn and Associates, Inc. shall be without liability to Kimle Horn and Associates, Inc. C 2017 �, ��
Copyright Kimley–Horn and Associates, Inc., 2017 SEAL: ���111111 �`` 012137010 23 OF 37

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Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:im e orn > RALEIGH, NORTH CAROLINA 27601 �VITR U : } CHECKED BY: IMPROVEMENT PROJECT PHASE IV
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JI 421 FAYETTEVILLE ST., STE. 600 TITHE: - • �00446Ut3 �ll• = JLY
Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:im e orn > RALEIGH, NORTH CAROLINA 27601 �VITR U r CHECKED BY: IMPROVEMENT PROJECT PHASE IV
i PHONE: [phone] EROSION AND SEDIMENT AGI NE WRW
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5
PREPARED IN THE OFFICE OF: CLIENT: N•�CARo�.,,,
DATE:
PROJECT:
CITY OF GREENSBORO ;'�oQ:••�'ss'•'••`•' "" DRAM BY: SOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
c NC LICENSE #F 0102 Q
JI 421 FAYETTEVILLE ST., STE. 600 = 044&0$ = JLY
Y im e orn RALEIGH, NORTH CAROLINA 27601 TITLE:ITRU : IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
/ PHONE: [phone] EROSION AND SEDIMENT ••..tip, NE.: wRw
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose ", �;
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation b �'� `� SHEET NUMBER:
y- p pty- p y o CONTROL PLAN --" •�'••• , `� JOB NUMBER:
CopyHorn and Associates, Inc. shall be without liability to Kimle Horn and Associates, Inc. C 2017 '� `' PRELIMINARY- NOT FOR CONSTRUCTION
Copyright Kimley-Horn and Associates, Inc., 2017 SEAL: �����t't���`` 012137010 26 OF 37
NOTE:
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PREPARED IN THE OFFICE OF: CLIENT:``,``��N•'CARo,����"" PROJECT:
5/26/17
CITY OF GREENSBORO ;'o�:••�'ss'•'••`•' " DRAWN BY: SOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
NC LICENSE #F-0102 Q
421 FAYETTEVILLE ST., STE. 600 TITLE: = 044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:im e orn > RALEIGH, NORTH CAROLINA 27601 TI CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] EROSION AND SEDIMENT tiG� NE wRw
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose �, �;
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by '�, .`
Kimley–Horn and Associates, Inc. shall be without liability to Kimley–Horn and Associates, Inc. © 2017 CONTROL PLAN ����, •L ••••• ���`� JOB NUMBER: SHEET NUMBER:
Copyright Kimley–Horn and Associates, Inc., 2017 SEAL: ��"��`` 012137010 PRELIMINARY - NOT FOR CONSTRUCTION 27 of 37

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PREPARED IN THE OFFICE OF: CLIENT: ``�\\\��������''�
DATE:
PROJECT:
•\\A .CARO<�''�
CITY OF GREENSBORO ;'o�:••F• SS''•••' " DRAWN BY: SOUTH BUFFALO CREEK HABITAT
0 [o
'c ■ NC LICENSE #F-0102 MIIV
= DESIGNED BY: AND WATER QUALITY
JI 421 FAYETTEVILLE ST., STE. 600 TI TEE: _ •004460 �ll• = JLY
Q REV. No.: REVISION: DATE: DRANK BY: CHECKED BY:im e orn RALEIGH, NORTH CAROLINA 27601 �VITR U r CHECKED BY: IMPROVEMENT PROJECT PHASE IV
i PHONE: [phone] EROSION AND SEDIMENT AGI NE� WRW
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose '�, / •'
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by , ••••• •• .��� SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 CONTROL PLAN ',������, X06 NUMBER: PRELIMINARY _ NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: �""�\� 012137010 28 OF 37

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PLANTING ZONE DESCRIPTIONS AND NOTES
ZONE 1 - LIVE STAKE PLANTINGS
LOCATION DESCRIPTION:
LOWER GRADED BANKS LOCATED BETWEEN NORMAL WATER ELEVATION AND BANKFULL ELEVATION.
PROPOSED GRADED BANK APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL PROVISIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING PER THE COIR FIBER MATTING DETAIL.
5. INSTALL LIVE STAKE OR LIVE CUTTINGS PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL
THIS SHEET, AND THE SPECIFICATIONS.
ZONE 2 - SLOUGH/BANKFULL BENCH PLANTINGS
LOCATION DESCRIPTION:
BOTTOM OF SLOUGH AREAS BETWEEN SLOUGH LINES AND AREAS BETWEEN BANKFULL OUTWARD AND THE
FLOODPLAIN/SLOUGH LINE, AS SHOWN IN THE PLAN AND PROFILE SHEETS.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL PROVISIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING WHERE SHOWN IN THE EROSION CONTROL PLANS
5. INSTALL BARE ROOT PLANTINGS IN ACCORDANCE WITH TABLE 1, BARE ROOT DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
O O ZONE 3 - RIPARIAN PLANTINGS
LOCATION DESCRIPTION:
UPLAND AREAS, UPPER STREAM BANKS, AND SLOUGH SIDE SLOPES
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL PROVISIONS.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING PER THE PLANTING PLAN.
5. INSTALL BARE ROOT PLANTINGS IN ACCORDANCE WITH TABLE 1, BARE ROOT DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
+ + + ZONE 4 - WETLAND PLANTINGS
LOCATION DESCRIPTION:
DEPRESSIONAL WETLANDS CREATED IN LOW SPOTS WITHIN SLOUGHS AND VERNAL POOLS CREATED IN
BACKFILLED STREAM CHANNELS.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL PROVISIONS.
2. APPLY TEMPORARY SEED AND WETLAND SEED MIXTURES PER TABLES 2 AND 4 THIS SHEET AND THE
SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
ZONE 5 - UTILITY EASEMENT PLANTING
LOCATION DESCRIPTION:
UTILITY EASEMENT AREAS WITHIN THE PROJECT.
APPLICATION:
1. APPLY TO PROPOSED UTILITY ACCESS AREAS AND EXISTING UTILITY ACCESS AREAS UTILIZED
DURING CONSTRUCTION AS HAUL ROADS.
2. AMEND SOILS WITH TOPSOIL AS DESCRIBED IN SPECIAL PROVISIONS.
3. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES IN ACCORDANCE WITH TABLES 2 AND 3
ON THIS SHEET, AND THE SPECIFICATIONS.
4. APPLY WHEAT STRAW MULCH PER NOTES THIS SHEET, AND THE SPECIFICATIONS.
TABLE 1: TREE AND SHRUB PLANTING TABLE
SCIENTIFIC NAME
COMMOM NAME
1
TYPE
MAX%/MIN./ o
COMPOSITION
OF EACH ZONE
MIN.
NUMBER
SPECIES
PER ZONE
PLANT SPACING
FEET
ON
ER
CENTER 2
NUMBER
R
1 ODOSF
,
ZONE 1
Cephalanthus occidentalis
Buttonbush
LS, LC
40/15
4
2
290
Salix nigra
Black Willow
LS, LC
20/10
Salix sericea
Silky Willow
LS, LC
40/15
Sambucus canadensis
Elderberry
LS, LC
20/10
Cornus amomum
Silky Dogwood
LS, LC
40/15
Populus deltoides
Eastern Cottonwood
LS, LC
40/15
ZONE 2 AND 3 (UPLAND AND SLOUGH BOTTOM)
Betula nigra
River Birch
B
20/5
7
6.0
35
Cornus amomum
Silky Dogwood
B
20/5
Lindera benzion
Spicebush
B
20/5
Nyssa sylvatica
Blackgum
B
20/5
Platanus occidentalis
Sycamore
B
20/5
Quercus phellos
Willow Oak
B
20/5
Hamamelis virginia
Witch -hazel
B
20/5
Liriodendron tulipifera
Tulip Poplar
B
20/5
Quercus nigra
Water Oak
B
20/5
Rhododendron periclymenoides
Wild Azelea
B
20/5
Acer rubrum
Red Maple
B
20/5
Quercus lyrata
Overcup Oak
B
20/5
Taxodium distichum
Bald Cyprus5
B
20/5
1. LS = LIVE STAKE, LC = LIVE CUTTING, B = BARE ROOT SEEDLING, LP = LINER PLANTS
2. AVERAGE FEET ON CENTER SPACING
3. AVERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE
4. 10% OF THE ZONE 2 AND ZONE 3 PLANTS SHALL BE LINER PLANTINGS
5. THESE SPECIES MUST COMPRISE ALL OF THE TREES PLANTED ON THE SLOUGH BOTTOMS.
GENERAL NOTES
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTINGS SHALL BE COMPLETED
BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1,000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER):
W
APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS.
EXOTIC AND INVASIVE PLANTS, VINES AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND
SEDIMENT CONTROL DESIGN MANUAL.
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL PROVISIONS FOR GROUND COVER ESTABLISHMENT REQUIREMENTS. GROUND COVER MUST BE ESTABLISHED ON ALL
DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
5/8" - 1 1/4"
CUT TOP END FLAT,
AND CLIP OFF HAMMER
DAMAGE. �a
LATERAL BUD -
FACING UPWARD
BARK RIDGE; ----
UNDAMAGED BARK
SIDE BRANCH
REMOVED
LOW SEASONAL
WATER TABLE
J
LO
LIVE STAKE NOTES:
LIVE STAKE DRIVEN SEE SPECIAL PROVISIONS FOR INSTALLATION AND
AT RIGHT ANGLE TO CARE OF LIVE STAKES AND LIVE CUTTINGS.
SURFACE SLOPE.
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
GROUND FIBER MATTING DETAIL
SURFACE Z / ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL WOODEN STAKES
o TO SECURE COIR FIBER
\^041 / MATTING DETAIL
J
45' TAPER
BUTT END
LIVE STAKE DETAIL
NOT TO SCALE
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
PLANTING DATE
Secale cereale
Rye Grain
JAN 1 - MAY 15
Utochola ramosa
Browntop Millet
MAY 15 - AUG 15
Secale cereale
Rye Grain
AUG 15 - DEC 311
Triticumaestivum
Wheat Grass
AUG 15 - DEC 311
* APPLICATION RATE OF 20 Ibs/ac
1. IF APPLYING TEMPORARY SEED BETWEEN AUG 15 - DEC 31, USE MIX OF 60% RYE GRAIN
AND 40% WHEAT GRASS
TABLE 3: PERMANENT SEED MIXTURE'
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Andropogon.gerardii
Big Bluestem
5
Andropogon virginicus
Broomsedge
5
Arisaema triphyllum
Jack -in -the -Pulpit
5
Helianthus angustifolius
Swamp Sunflower
5
Juncus effusus
Common Rush
15
Panicum clandestium
Deertongue
20
Panicumn virgatum
Switchgrass
40
Sorghastrum nutans
I n d i a n g ra ss
5
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 20 LBS/AC
1
TABLE 4: WETLAND SEED MIX
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Panicumrigidulum
Redtop Panic Grass
60
Carex lupulina
Hop Sedge
10
Juncus effusus
Soft Rush
10
Carex lurida
Lurid (shallow) Sedge
7
Scirpus cyperinus
Wool Grass
5
Saururus cernuus
Lizard's Tail
4
Carex squarrosa
Squarrose Sedge
4
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 20 LBS/AC
NOTES:
,L PROVISIONS FOR INSTALLATION AND
ARE ROOT PLANTINGS.
PLACED HIGHER ON O HULD E BANK TO/ �/ /\itJ IST RBED \/��\
HELP WITH PENETRATION INTO THE SOIL
WATER TABLE.
2'-3' LIVE CUTTING (DORMANT) AMENDED SOIL ,
LIVE STAKE INSTALLATION BARE ROOT PLANTING
NOT TO SCALE NOT TO SCALE
Know what'sbelow.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT:``,`���N•'CARO�,,, "" PROJECT:
5/26/17
CITY OF GREENSBORO ;'o�:••�'ss'•'••`•' " DRAM BY:JILSOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
NC LICENSE #F-0102 Q
421 FAYETTEVILLE ST., STE. 600 TITLE: = 0044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: Kimley)))Horn
RALEIGH, NORTH CAROLINA 27601 1\ITRU� T� CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] PLANTING NOTES AND
tiGl NE:� wRw
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose �, �;
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by '�, .`
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. © 2017 DETAILS ����, •L ••••• ���`� JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2017 SEAL: ��"��� 012137010 PRELIMINARY - NOT FOR CONSTRUCTION 29 of 37

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5
PREPARED IN THE OFFICE OF: CLIENT: ,``.�N•�CARO�.,,,
DATE:
PROJECT:
CITY OF GREENSBORO ;'�o�:••�'ss'•'••`•'"" DRAWNJLY SOUTH BUFFALO CREEK HABITAT
■�MI� FOR
DESIGNED BY: AND WATER QUALITY
c NC LICENSE #F-0102 0Q
JI K421 FAYETTEVILLE ST., STE. 600 = 044&0$ = JLY
Y RALEIGH, NORTH CAROLINA 27601 TITLE:ITRU(��: IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
i ))Horn PHONE: [phone] •••.tiG� �lE .� WRW
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose " ��
and client for which it was prepared. Reuse of andimproperreliance on this document without written authorization nd adaptation by p PLANTING PLAN KEY SHEET �'�,� •••••••• ���� SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 '' L. %�'' ADB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
Copyright Kimley—Horn and Associates, Inc., 2017 SEAL: �����"������ 012137010 30 OF 37

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PHASES.
30' 0 15' 30' 60
8�1
Know what'sbelow.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT:``,``��N•'CARo,����"" PROJECT:
5/26/17
CITY OF GREENSBORO ;'o�:••�'ss'•'••`•' " DRAWN BY: SOUTH BUFFALO CREEK HABITAT
■�MI � DESIGNED BY: AND WATER QUALITY
NC LICENSE #F-0102 Q
421 FAYETTEVILLE ST., STE. 600 TITLE: = 044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >orn RALEIGH, NORTH CAROLINA 27601ITRU :� CHECKED BY: IMPROVEMENT PROJECT PHASE IV
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Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 '',� L. ��'' ADB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
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NC LICENSE #F-0102 Q
421 FAYETTEVILLE ST., STE. 600 TITLE: = 044608 = JLY
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: >orn RALEIGH, NORTH CAROLINA 27601ITRU :� CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] �G� NE : F.
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and client for which it was prepared. Reuse of andimproperreliance on this document without written authorization nd adaptation by p PLANTING PLAN , •••••••• �.�` SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 '',� L. ��'' ADB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
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— — — — � MCC OUTDOOR, LLC—
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PREPARED IN THE OFFICE OF: CLIENT: ���•�N•�CARO'.,,� v~ c5/26/17 PROJECT:
CITY OF GREENSBORO ;'�o�:••�'ss'•'••`•''� DRAM BY: SOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
c NC LICENSE #F-0102 Q
JI 421 FAYETTEVILLE ST., STE. 600 = 004460$ � • = JLY
Y RALEIGH, NORTH CAROLINA 27601 TITLE:I TRU IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
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Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ©2017 ''�L. JOB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
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— — — — � MCC OUTDOOR, LLC—
DB 6498, PG 265
GUILFORD CO. PARCL #: 7863017938 &
786314031 1 1
A I
NOTE:
SOME FEATURES SHOWN AS
EXISTING ARE BASED ON
PRESUMED CHANGES FROM THE
CONSTRUCTION OF PREVIOUS
PHASES.
30' 0 15 30' 60
Know what's below.
Call before you dig.
PREPARED IN THE OFFICE OF: CLIENT: ���•�N•�CARO'.,,� v~ c5/26/17 PROJECT:
CITY OF GREENSBORO ;'�o�:••�'ss'•'••`•''� DRAM BY: SOUTH BUFFALO CREEK HABITAT
■�MI� DESIGNED BY: AND WATER QUALITY
c NC LICENSE #F-0102 Q
JI 421 FAYETTEVILLE ST., STE. 600 = 004460$ � • = JLY
Y RALEIGH, NORTH CAROLINA 27601 TITLE:I TRU IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
i orn PHONE: [phone] •••.tiG� �l�W%%%
WRW
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was prepared. Reuse of andgimpproper reliance on this document without written authorization nd adaptation by p PLANTING PLAN�SHEET NUMBER:
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ©2017 ''�L. JOB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
Copyright Kimley-Horn and Associates, Inc., 2017 SEAL: �����"����`` 012137010 32 OF 37

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PREPARED IN THE OFFICE OF: CLIENT: ���•�N•�CARO'.,,� v~ c5/26/17 PROJECT:
CITY OF GREENSBORO ;o�:••�'sS'•'••`•''� DRAwNJLY SOUTH BUFFALO CREEK HABITAT
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JI 421 FAYETTEVILLE ST., STE. 600 = 004460$ = JLY
Y RALEIGH, NORTH CAROLINA 27601 TITLE: NI TRU :: IMPROVEMENT PROJECT PHASE IV
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: J■�t+ CHECKED BY:
i orn PHONE: [phone] •••.tiG� r1EG.� WRW
This document, to ether with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose ��
and client for which it was prepared. Reuse of andimproperreliance on this document without written authorization nd adaptation by p PLANTING PLAN ''�,� •••••••• 1.`` SHEET NUMBER:
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ©2017 ''�� �• ' ADB NUMBER: PRELIMINARY - NOT FOR CONSTRUCTION
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50
60
70
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/ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2017
50 60 70 80
750
740
730
90 100 720
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730
720
20
BKF BENCH _10' _____
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Q REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY:
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/ This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2017
50 60 70 80
750
740
730
90 100 720
740
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20
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90 10020
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90 100 20
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NOTE:
SOME FEATURES SHOWN AS EXISTING
ARE BASED ON PRESUMED CHANGES
FROM THE CONSTRUCTION OF
PREVIOUS PHASES. Know what's below.
Call before you dig.
PREPARED IN THE OFFICE OF: CEI EN T: �,, DATE: PROJECT:
CITY OF GREENSBORO ,,�N..�AR�<�''�-- ' 5/2Y: SOUTH BUFFALO CREEK HABITAT
� Q" %/ �� DRAWN BY:
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NC LICENSE #F-0102 Q DESIGNED BY:
421 FAYETTEVILLE ST., STE. 600 TITLE: _ •04460 T • = JLY
i m e orn > RALEIGH, NORTH CAROLINA 27601 N§TRU :} CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] AGI NE
CROSS SECTIONS WRW
C 2017 ,'''���,�', •L ••• %N JOB JOB NUMBER: SHEET NUMBER:
B NUMBS 010 PRELIMINARY - NOT FOR CONSTRUCTION
sEA�: 37 of 37
----------------------
-50 —40 —30 —20 —10 0 10
123+85
30
40
50
20 30
40
60
70
740
730
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50
80
730
90 10020
730
90 100 20
0
N
0
e
NOTE:
SOME FEATURES SHOWN AS EXISTING
ARE BASED ON PRESUMED CHANGES
FROM THE CONSTRUCTION OF
PREVIOUS PHASES. Know what's below.
Call before you dig.
PREPARED IN THE OFFICE OF: CEI EN T: �,, DATE: PROJECT:
CITY OF GREENSBORO ,,�N..�AR�<�''�-- ' 5/2Y: SOUTH BUFFALO CREEK HABITAT
� Q" %/ �� DRAWN BY:
�MifS' JLY AND WATER QUALITY
0
NC LICENSE #F-0102 Q DESIGNED BY:
421 FAYETTEVILLE ST., STE. 600 TITLE: _ •04460 T • = JLY
i m e orn > RALEIGH, NORTH CAROLINA 27601 N§TRU :} CHECKED BY: IMPROVEMENT PROJECT PHASE IV
PHONE: [phone] AGI NE
CROSS SECTIONS WRW
C 2017 ,'''���,�', •L ••• %N JOB JOB NUMBER: SHEET NUMBER:
B NUMBS 010 PRELIMINARY - NOT FOR CONSTRUCTION
sEA�: 37 of 37