20120443 Ver 2_401 Application_20130513

Kimley -Horn
and Associates, Inc
Transmittal
N,C, -+eot of ENR
MAX 01 2013
Winston -Salem
I3, -044 3 ua--
3001 Weston Parkway
Cary, North Carolina 27513
TEL [phone]
FAX [phone]
Date April 29, 2013 Job Number 012137004
Project Name South Buffalo Creek
To Ms Sue Homewood
401[Wetlands Unit - North Carolina Division of Water Quality
1650 Mail Service Center
NC 27699 -1650
We are sending these by
❑ US Mail �t x ❑ Hand Delivery
❑ other
We are sending you
❑ Attached ❑ Under separate cov the following items
❑ Shop drawings ❑ Prmts/Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Coates Date No Descrmtton
5
4/29/13
PCN Modification Request
5
4/29/13
South Buffalo Creek Phase I Plan Set
1
4/29/13
Check for $570 00 from City of Greensboro, NC
These are transmitted as checked below
❑ For your use ❑ Approved as submitted ® Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks
Copy to File Signed
fi E I T

�4f�cxy +
Applicant(Agents Printed Name
era
Applicant/Agents Signature
(Agents nature is valid only d an authorization letter from the applicant
11—If-
Date
Page 14 of 14
PCN Form — Version 13 December 10, 2008 Version

Kmley-Hom RECEIVED
and Amciat@s, Inc. N C Dept of ENR
MAY 01 2013
W inston -Salem
April 30, 2013
Mr. Thomas Brown
U.S. Army Corps of Engineers
3331 Heritage Trade Drive
Suite 105 (kq aafa
Wake Forest, NC 27587
Ms. Sue Homewood
401 /Wetlands Unit -
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699 -1650
■
P 0 Box 33068
Raleigh, North Carolina
27636 -3066
MAY 3 2013
Re: 404 -401 Modification Request (Action ID SAW- 2012 - 00932, DWQ # 12-
0443)
South Buffalo Creek Habitat and Water Quality Improvement Protect
Greensboro, NC
Dear Mr Brown and Ms. Homewood:
On behalf of our client, the City of Greensboro, Kimley -Horn and Associates,
Inc. (KHA), is submitting the enclosed request to modify the Nationwide 27
Permit Application and Jordan Lake Buffer Authorization for authorization
pursuant to Section 404 and 401 of the Clean Water Act to construct the above
referenced project that was approved by the USACE on June 7, 2012 and DWQ
on May 17, 2012.
It is anticipated that construction of the approved protect will begin in mid -May
2013. The modification request focuses on two specific changes. First, the City
would like to repair a stream bank blow -out immediately upstream from
Randleman Road. The repair will be accomplished using the same type of soil
lifts as for the remainder of the protect with one or two log vanes of the same
design as those previously approved (Figure la). Second, the haul road that
currently runs from West Meadow View to Piedmont Creek will be relocated to
the west and will run from West Meadowview parallel to Piedmont Creek.
However, the new location for the haul road will not be in the buffer, but will
temporarily impact a non - buffered ephemeral drainage ditch with a temporary
crossing (Figure lb). The ephemeral drainage feature was indicated and
approved in the project JD package. All buffer and temporary impacts will be
temporary and will be replanted with the same species and patterns that will be
used with the rest of the project. Also, please find the attached drawings for
Phase I of the protect. The drawings do include some minor changes to structure
types and locations (but within the same footprints) as indicated may occur in the
original application. Please note, however, that the drawings do not include the
■
TEL [phone]
FAX [phone]

® ®� K►1llley -Hom
® and Associates, Inc.
two proposed changes above. Those changes are depicted in the attached Figures
la and lb.
The proposed changes will be reviewed by the local floodplain manager for the 0
City f Greensboro for a No-Impact Certification. The original jurisdictional Po O. No 68
tY P J Raleigh, Naas Caroline
determination was submitted concurrently with the original application and still 276363066
is applicable as no new wetlands were identified in the additional project
boundary areas.
The following information is included with this application modification
submittal:
• Additional Impacts Summary Tables (below)
• Figures (Aerial Maps, USGS Map, Soil Survey Map, and Jurisdictional
Features Map with updated project boundary)
• Previous USACE and DWQ Approvals
• Updated PCN (See highlighted information)
Additional Jurisdictional Features Impact Summary Table
Stream /Channel
Type of
Stream
Buffer
Width
Length
Impact Type
Impact
Name
Mitigation?
feet
feet
Temporary
Enhancement
South
Perennial
30
160
Repair
Buffalo
Creek
Temporary
Crossing
SE 1
Ephemeral
4
25
Additional Jordan Buffers Impact Summary Table (for DWO)
Impact
Impact
Stream
Buffer
Zone 1 Impact
Zone 2 Impact
Type
Reason
Mitigation?
(square feet
uare feet
Temp.
Bank
South
No
3434
458
Repair
Buffalo Ck.
If there is any additional information you need or any way we can assist in
expediting the processing of this application, please do not hesitate to contact me
at (919) 677 -2971
Very truly yours,
KIMLEY -HORN AND ASSOCIATES, INC.
rz, Inn
CA
Todd St. John, P E., LEED AP
Enclosures
■
TEL [phone]
FAX [phone]

\,ot W A TE9OG
o -c
Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
Page 1 of 14
PCN Form — Version 13 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
la
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
If
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes ® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)
❑ Yes ® No
2.
Project Information
2a
Name of project
South Buffalo Creek Habitat and Water Quality Improvement Project
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) 373 -3119
3h
Email address
Jana Stewart@Greensboro -nc gov
Page 1 of 14
PCN Form — Version 13 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
S.
Agent/Consultant Information (if applicable)
5a
Name
Todd St John, P E
5b
Business name
(d applicable)
Kimley -Horn and Associates, Inc
5c
Street address
3001 Weston Parkway
5d
City, state, zip
Cary, NC 27513
5e
Telephone no
919 -677 -2000
5f
Fax no
919 -677 -2050
5g
Email address
Todd StJohn @kimley -horn com
Page 2 of 14
PCN Form — Version 13 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
7863123816 (Property north of South Buffalo Creek)
7863124486 (Property south of South Buffalo Creek)
lb
Site coordinates (in decimal degrees)
Latitude 36 034872 Longitude - 79 806500
(DD DDDDDD) ( -DD DDDDDD)
1 c
Property size
37 acres
2.
Surface Waters
2a
Name of nearest body of water (stream, river, etc ) to
proposed project
South Buffalo Creek
2b
Water Quality Classification of nearest receiving water
C, NSW
2c
River basin
Cape Fear
Page 3 of 14
PCN Form — Version 1 3 December 10, 2008 Version

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 (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 37 acres of undeveloped land, several gravity sewer utility line easements, and 5,196 linear feet of
stream channel between South Buffalo Creek and four tributaries Within the Study Area, there are 5 perennial streams
South Buffalo Creek, Piedmont Creek, Kersey Tributary, UT1 and UT2 Each stream watershed has seen varying
degrees of development with significant amounts of impervious area
The project area segment of South Buffalo Creek has been historically relocated, straightened, and channelized A broad
floodplain that is associated with the stream floods during large storm events, however, due to channelization, the stream
is incised with bank height to bankfull depth ratios of approximately 2 1 Additionally, the watershed of South Buffalo
Creek is highly developed with an estimated 25-35% impervious cover These conditions have resulted in areas of
moderate to high bank erosion In addition to the main channel, several side tributaries and ditches that have been
excavated or incised down to the existing bed elevation of South Buffalo Creek This incision has resulted in further loss
of aquatic function through stream degradation and decreased flood plain access as well as sedimentation and erosion of
these confined channels
South Buffalo Creek is a targeted watershed for the NCEEP (Cape Fear Hydrologic Unit 03030002020050) and is listed
on the 303(d) list for having impaired biological integrity and historically high turbidity The South Buffalo Creek watershed
has been highly studied by the NC Division of Water Quality (NCDWQ) and is currently in a Targeted Local Watershed
(TLW) as identified by the NC Ecosystem Enhancement Program ( NCEEP) The South Buffalo Creek watershed is also
part of the headwaters of the Jordan Lake Watershed for which NCDWQ has recently developed and adopted rules that
provide nutrient limits on stormwater and wastewater discharges and established protected buffers on streams
The City has implemented other water quality improvement projects within the South Buffalo Creek Watershed including
buffer enhancement, constructed stormwater wetlands, and stream restoration The City planted over 18,000 trees along
nine miles of streams to reestablish riparian buffers and constructed several stream restoration projects within City parks
Additionally, the City built a 20 -acre regional stormwater wetland on South Buffalo Creek upstream of the Study Area to
enhance sediment removal, reduce pollutant loads, and improve aquatic habitat by using an inflatable dam that forces
water into the floodplain during various rain events
3b List the total estimated acreage of all existing wetlands on the property
4 77 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
5,196 LF
3d Explain the purpose of the proposed project
The purpose of the South Buffalo Creek Habitat and Water Quality Improvement Project is to re- establish more natural
and diverse riparian habitats and improve water quality degraded by urban runoff The stressors to the natural hydraulic
systems are on a watershed scale as a result of urbanization and uncontrolled urban runoff The Project proposes to
attenuate these watershed stressors through habitat improvements, restoration of several side tributaries, the
improvement of the hydrological and hydraulic functions, attenuation of urban runoff and pollutants, and the restoration of
riparian habitat
Page 4 of 14
PCN Form — Version 1 3 December 10, 2008 Version

3e
Describe the overall project in detail, including the type of equipment to be used
The initial design of the project was funded by the Clean Water Management Trust Fund (CWMTF) grant and the City of
Greensboro is actively pursuing further CWMTF grant funding for project construction The primary means of improving
habitat in the project area and improving water quality is the proposed construction of floodplam sloughs adjacent to
South Buffalo Creek These sloughs are to be set at the inner berm elevation, 2 2 feet above normal water surface
elevation, to allow frequent inundation of these areas This inundation will allow sediment, nutrients, and other pollutants
to be assimilated into the slough system, removing them from the stream Microtopography will be added within the
slough bottoms to create habitat diversity Additionally, it is anticipated that the slough will intersect the groundwater table
creating wetland areas It is also anticipated the flooding in combination with the intersection of the groundwater table will
be sufficient to maintain wetland hydrology
The contributing tributaries to South Buffalo Creek will be stabilized through adding floodplain benches and flood control
structures The goal of bank stabilization of the tributaries is to decrease erosion, thereby reducing the sedimentation of
South Buffalo Creek The project work will include the use of track hoes, pans, track trucks and other grading equipment
typical for that used for stream and wetland restoration projects
All disturbed areas will be re- planted with native tree and shrub species except for existing sewer corridors that
will be replanted with native herbaceous species
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 USACE and Sue
❑ Yes ® No ❑ Unknown
Homewood conducted a field review at the site on March 24,
2011 A JD request was not submitted following this review
meeting
4b
If the Corps made the jurisdictional determination, what type
❑Preliminary ❑Final
of determination was made?
4c
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company Kimley -Horn and
Name (d known) Anna Reusche & Chad Evenhouse
Associates, Inc
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
The jurisdictional determination is being submitted concurrently with this application
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
6.
Future Project Plans
6a
Is this a phased project?
® Yes ❑ No
6b
If yes, explain
The entire project is shown in this submittal, but the project may be constructed in three phases over the next three years
Page 5 of 14
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
1a Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 6 of 14
PCN Form — Version 13 December 10, 2008 Version

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)
Tem ora
W1 (WA) ❑ P ®
Excavation
Rivenne
® Yes
❑ No
® Corps
® DWQ
00002
W2 (WD) ❑ P ®
Enhancement
Rivenne
® Yes
® Corps
00046
T
❑ No
® DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
00048
2h Comments 10 square feet of wetland will be modified to allow for changes to the banks of UT1 The impacts associated
with W2 are to plug a head cut to enhance up- gradient wetlands All changes will be reverted to pre - construction conditions at
the conclusion of construction
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)
S1 ❑ P ® T
Relocation
UT1
❑ PER
® INT
® Corps
❑ DWQ
4
306
S2 ❑ P ® T
Relocation
UT2
® PER
❑ INT
® Corps
❑ DWQ
3
654
S3 ❑ P ® T
Enhancement
Piedmont Creek
® PER
❑ INT
® Corps
❑ DWQ
10
277
S4 ❑ P ® T
Relocation
Kersey Tributary
® PER
❑ INT
® Corps
❑ DWQ
g
452
S5 ❑ P ® T
Enhancement
UT3
❑ PER
® INT
® Corps
❑ DWQ
5
117
S6 ❑ P ® T
Enhancement
South Buffalo
Creek
® PER
❑ INT
® Corps
❑ DWQ
30
1213
7 P
lEnhance men
ouch Buffal
PE
Co
ree
IN
EIDWg
8 P
nhancemen
E1
PE
D9 Co
Elm
3h Total stream and tributary impacts
N Comments All channels will be temporarily modified in order to enhance or restore them he above highlighted ►m a
the currently requested additional im acts from the bank stabilization area near Randleman and the relocate
yre
rnstruction entrance
Page 7 of 14
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
4b
Name of waterbody
(d applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P [IT
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. 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 com lete 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
5E Total
5g Comments No ponds or lakes will be impacted by the
proposed project
5h Is a dam high hazard permit required
❑ Yes No If yes, permit ID no
51 Expected pond surface area (acres)
n/a
5j Size of pond watershed (acres)
n/a
5k Method of construction
n/a
Page 8of14
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 ❑ Tar - Pamlico ® Other Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
61 ❑ P ®T
stabilization Bank
South Buffalo Creek
® Nos
40,048
40,452
B2 ❑ P ® T
stablization
Piedmont Creek
®Nos
11,342
547
B3 [)POT
Relocation
Kersey Tributary
® Nos
11,888
5,783
133 LJPNJ
tabilizatio
outh Buffalo Cree
h. Total but%r impa:eA
Egg
61 Comments All buffer impacts are temporary and will be restored using native tree and shrub species at the completion of
construction Where there is an existing sewer comdor, native herbaceous vegetation will be utilized instead of native tree
and shrub s ecies Buffers will be impacted to conduct bank stabilization and stream and wetland restoration activities of
i hli hted impacts are for the currently requested additional impacts for the bank stabilization near Randleman Road
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
This project is has been designed to restore habitat and water quality for the project area and downstream areas of the Cape
Fear River basin and Jordan Lake watershed All proposed activities are done so with this goal in mind and impact
minimization as a priority Access to the site will be controlled 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 sedimentation runoff into South Buffalo Creek Additionally,
construction access and haul roads are specified and located in areas designed to result in the lowest impacts possible to
buffers and streams All wetland areas have been avoided for these access, and only 10 square feet of wetland will be
impacted for the stream restoration projects
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
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
Page 9 of 14
PCN Form — Version 1 3 December 10, 2008 Version

3c Comments
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b. Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - npanan wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
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
15
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g, payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments No buffer mitigation will be required as all impacts will be temporary in nature, and all buffers will be returned
to pre - construction status at the conclusion of restoration and improvement activities
Page 10 of 14
PCN Form — Version 1 3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why
® Yes ❑ No
Comments All stormwater flow will be collected or concentrated
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, NC
® Phase II
3b
Which of the following locally- implemented stormwater management programs
® NSW
❑ 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 11 of 14
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 (federaVstate /local) funds or the
® Yes ❑ No
use of public (federallstate) land?
lb 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)?
1 c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter )
❑ Yes ❑ No
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
n/a
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 water will be generated from the proposed project
Page 12 of 14
PCN Form — Version 1 3 December 10, 2008 Version

0
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
El Yes ®No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
El Raleigh
❑ 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 09/22/2010) was reviewed to determine any federally
listed species identified for Guilford County The small whorled pogorna (Isotna 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 This species is known to occur at sites that range from 2,000
to 4,000 feet in elevation No suitable habitat for the small whorled pogorna is present in the study area based on
vegetative communities and elevations Elevations in the study area range from 740 to 750 feet above mean sea level as
depicted on the Greensboro, North Carolina, USGS topographic quadrangle map
Additionally, the Natural Heritage Program database (accessed 04 /27/2011) did not indicate any recorded occurrences of
federally protected species 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 Monday, February 20, 2012 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 State Historic Preservation Office database was reviewed (February 29, 2012) to determine if any historic resources
occurred in the vicinity of the study area There are no historic or archaeologic resources within the project boundary or
within one mile of the study area
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 protect meets FEMA requirements A detailed hydraulic analysis was conducted of South Buffalo
Creek using a HEC -RAS model and the proposed project is currently under review by the NC Flood Mapping Program for
Greensboro, NC for a No-Rise Certification
8c What source(s) did you use to make the floodplam determination? FEMA model of proposed conditions and a HEC -RAS
model of South Buffalo Creek
Page 13 of 14
PCN Form — Version 1 3 December 10, 2008 Version

0 avva.
Applicant/Agent's Printed (dame
"- - Applicant/Agent's Signature
(Agent's i nature Is valid only F an authorization letter from the applicant
Is Dmvkw.l
�91-
Date
Page 14 of 14
PCN Form — Version 1.3 December 10, 2008 Version

Streams •s °� �'
Previous Impact Limits °.
Project Impact Limits
0 400
Feet N �.•
Title USGS topographic Map - Greensboro Quadrangle, 1994
Prepared For. South Buffalo Creek Habitat and Water Quality Improvement Project
Project Greensboro, Guilford County, North Carolina
J Date Project Number Figure
o April 16, 2013 012137004 2

' -
Project Vicinity Soil Legend
Soil Symbol Nome
Ch Chewacla sandy loam
EnD Enon fine sandy loam (10-15 % slopes)
EuB Enon -Urban land complex (2-10% slopes)
MuB Mecklenburg -Urban land complex (2-10% slopes)
-
IL
Approximate Scour Area
Adjusted Construction Entrance
v „

to
- a
i `
Approximate Scour Area
Adjusted Construction Entrance ,.
XY
00,/
Q
-
r
®cam Ddb C 3�_ L /
4
1 �
D /
-•- -
Previous Streams
Wetlands 10 T.4-
Delineated Wetlands (Non-Impac-ted)'
•. „
Al
40,
Project •. o�
1 400
Feet © --

U.S. ARMY CORPS OF ENGINEERS CUPY
WILMINGTON DISTRICT
Action Id SAW - 2012 -00932 County: Guilford U.S G S. Quad:
GENERAL. PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: City of Greensboro, Water Resourses Agent: HImley Horn and Associates. Inc
Department Todd St John
Jana Stewart Address: 3001 Weston Parkway
Address: 2602 S Ebn- Eugene Street Cary. NC, 27513
Greensboro, NC, 27406
Size and location of property (water body, road name/number, town, etc.): The protect site is located on South Buffalo
Creek, north of the intersection of I40 and 1-85, east of Hwy 220, Greensboro, Guilford County, NC. Latitude 36.0350
Longitude - 79.8067
Description of projects area and activity: This permit authorizes the restoration, stabilization, and enhancement of 3019 linear
feet of Weam channel and .0048 acre of wetland.
Applicable Law: Z. Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 27 Aquatic Habitat Restoration,
Establishment. and Enhancement Activities,
SEE ATTACMD NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated April 30.2012. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked If; prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide pemoit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (Le., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to begriming work you must contact the N.0 Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Thomas Brown at 919 - 5544884 x22.
Corps Regulatory Official-!t� /� — Date: June 7, 2012
Expiration Date of Verification: June 7.2014
The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http:/Aper2 .nwp.usace.army.mil/surveyhtmI to complete the survey
online.

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area This prehminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action Please reference
jurisdictional determination issued . Action ID
Basis For Determination
The site exhibits wetland criteria as defined in the 1987 Corps Wetland Delineation Manual and appropriate Regional
Supplement.
Remarks
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in tlus request. The delmeation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attu: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 3315, and that it has been received by the Division Officewithin 60 days of the date of the NAP Should you
decide to submit an RFA form, it must be received at the above address by T /2.
* *It is not necessary to submit an RFA f to the Division Office if you do not object to the determination m this correspondence **
Corps Regulatory Official:
Date: June 7. 2012 Expiration Date: June 7.2014

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Copp$
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Perm or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the daze of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
2City
Applicant: of Greensboro, Water Resourses
File Number. SAW - 2012 -00932 Date:
Department
Attached
is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of permission)-
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
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Copp$
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Perm or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the daze of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION- You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the distract engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
"S���QI� �; • U'�I'F��.t�� of c���4�I�'>`4=A�', �,PRd1�l;PN1I7' . _a , ,. ,` < , , ;_ ._ ^ - • .�
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered pernnit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record
However, you may provide additional information to clarify the location of information that is already in the administrative
record
�POIlyE'I' dF'CO'AGFFOR IILSTt ORIATION: '
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
apps process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Thomas Brown
CESAD -PDO
Raleigh Reguaatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr, Suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the riuni to participate in all site investi whons.
Date.. Telephone number:
Signature of appellant or agent,
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

Action ID Number: SAW-2012-00932 County: Guilford
Permittee: City of Greensboro. Water Resourses Department
Date Permit Issued: June 7, 2012
Project Manager: Thomas Brown
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Thomas Brown
Raleigh Regualtory Field Office
3331 Heritage Trade Dr, Suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Water Quality Certification No. 3885
Water Quality Certification Number 3885 is issued in conformity with the requirements of Section
401, Public Laws 92 -500 and 95 -217 of the United States and subject to the North Carolina
Division of Water Quality Regulations in 15A NCAC 02H 0500 and 15A NCAC 02B 0200 for the
discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13 and 27) and
Regional Permit 197800080 and for the Riparian Area Protection Rules (Buffer Rules) in 15A
NCAC 02B 0200
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and
95 -217 ff conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division' ):
a) All proposed fill or modification of wetlands and /or waters, including streams and
streambanks, regardless of the purpose of the restoration, enhancement, stabilization, or
creation activity, except for single and independent projects involving in- stream structures
for the sole purpose of streambank stabilization, which are designed based on current
natural channel techniques, and do not exceed a total of three structures within 100 feet
or less of streambank, or
b) Any stream relocation, or
c) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection
which utilize non - natural armonng such as riprap, gabion baskets, deflection walls etc of
greater than 150 feet in streambank length, or
d) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection
which utilize natural streambank sloping, vegetation, and other natural channel protection
techniques of greater than 500 feet of streambank length, or
e) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H 0500), Isolated Wetland Rules (15A NCAC 02H
1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B 0200), or
f) Any impacts to streams and/or buffers in the Neuse, Tar - Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT' from these rules or a Buffer
Authorization Certificate is issued through N C Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities
In accordance with North Carolina General Statute 143 -215 313(e), written approval for a 401
Water Quality General Certification must include the appropriate fee If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees
Water Quality Certification No 3885

Water Quality Certification No. 3885
Activities included in this General Certification that do not most one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification listed below. if any of these Conditions cannot be met, then
written approval from the Division Is required.
Conditions of Certification
1 Activities shall meet the definitions, design, and monitoring protocols specified within the US
Army Corps of Engineers Wilmington District Regulatory Guidance Letter (RGL02 -02) and
the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these
documents
2 No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit
3 Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site
a Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project
b For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual
c Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971
d Sufficient materials required for stabilization and /or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times
e If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS4, WS -II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B 0124, Design Standards in Sensitive Watersheds
Water Quality Certification No 3885 2

Water Quality Certification No. 3885
4 No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
Exceptions to this condition require application submittal to and written approval by the
Division If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis- equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project
5 Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self - monitoring, record keeping
and reporting requirements is required A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
http //portal.ncdenr org/web/wg/ws/su /npdessw#tab -w
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit
6 Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i a sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities
AII_mor_atonums on construction activities established by the _NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and /or DMF personnel
7 Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water
Exceptions to this condition require application submittal to and written approval by the
Division
Water Quality Certification No 3885

Water Quality Certification No. 3885
8 Riparian Area Protection (Buffer) Rules
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar - Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 02B 0233, 0259,
0243, 0250, 0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices All buffer rule requirements, including diffuse
flow requirements, must be met
9 If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills
10 All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion
11 All temporary pipes/ culverts/ nprap pads etc, shall be installed in all streams as outlined in
the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
or cause dis- equdibnum during use of this General Certification
12 Any nprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity All np -rap shall buned and /or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained Placement of np -rap or
other approved materials shall not result in de- stabilization of the stream bed or banks
upstream or downstream of the area_
13 Any np-rap used for stream stabilization shall be of a size and density so as not to be able to
be tamed off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants Rip -rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures
14 A one -time application of fertilizer to re- establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams Any fertilizer application must comply with all other Federal, State and Local
regulations
15 Applications for nprap groins proposed in accordance with 15A NCAC 07H 1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Riprap
Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design
and construction specified in 15A NCAC 07H 1405
Water Quality Certification No 3885 4

Water Quality Certification No. 3885
16 Compensatory Mitigation
In accordance with 15A NCAC 02H 0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and /or equal to or greater than one (1) acre of wetlands For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and /or Regional General Permit
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols The mitigation plan must be implemented and/or constructed before any impacts
occur on site Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank In these cases, proof of payment shall be provided to the Division before
any impacts occur on site
17 If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse
18 In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required
19 This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals
20 The applicanUpermittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any req_rements resulting
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification
21 When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699 -1650
22 Additional site - specific conditions, including monitoring and /or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards
23 This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours
Water Quality Certification No 3885

Water Quality Certification No. 3885
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and /or Regional General Permit The conditions in effect on the date
of issuance of Certification for a specific protect shall remain in effect for the life of the protect,
regardless of the expiration date of this Certification
Non - compliance with or violation of the conditions herein set forth by a specific protect may result
in revocation of this General Certification for the protect and may also result in criminal and /or civil
penalties
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any protect in this category of activity if it is determined
that the protect is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality
Effective date March 19, 2012
DIVISION OF WATER QUALITY
By
Charles Wakdd, P E
Director
History Note Water Quality Certification (WQC) Number 3885 issued March 19, 2012 replaces
WQC Number 3689 issued November 1, 2007, WQC Number 3626 issued March, 2007, WQC
Number 3495 issued December 31, 2004, and WQC Number 3399 issued March 2003 This
General Certification is rescinded when the Corps of Engineers reauthorizes any of the
corresponding Nationwide and /or Regional General Permits and /or when deemed appropriate by
the Director of the Division of Water Quality
Water Quality Certification No 3885 6

rCREWAR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director secretary
May 17, 2012
DWQ# 12 -0443
Guilford County
Jana Stewart
City of Greensboro, Water Resources Dept.
2602 S. Elm-Eugene St
Greensboro, NC 27406
APPROVAL of 401 Water Quality Certification with Additional Condiittons
APPROVAL of Jordan Lake Riparian Buffer Impacts with Addidonal Conditions
Dear Ms. Stewart,
You have our approval to conduct stream and wetland restoration and enhancement activities for the South Buffalo
Creek Habitat and Water Quality Improvement Project, in accordance with the attached conditions, along a total of
approximately 3019 existing linear feet of South Buffalo Creek and its tributaries, 0.0048 acres of wetlands and to
temporarily impact 63,278 square feet of Zone One and 46,782 square feet of Zone Two of Jordan Lake Riparian
Buffers located in Greensboro, NC in Guilford County, as described in your application received by the Division of
Water Quality on May 2, 2012. After reviewing your application, we have determined that this activity is covered by
General Water Quality Certification Number 3885, which can be viewed on our web site at
http:// wwwDcwgMuWhy.org[wetlands.html. This Certification allows you to use Nationwide Permit Number 13 or 27
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable federal,
state or local permits before you proceed with your project, including (but not limited to) those required by Sediment
and Erosion Control, Non - Discharge, and Water Supply Watershed regulations. Also, this approval will expire when
the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you change your
project, you must notify us in writing, and you may be required to send us a new application for a new certification. If
the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. For this approval to be valid, you mast follow the conditions lusted in
the attached certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Stream impacts
Location Identifier
Amount Approved
Type of impact
S. Buffalo Creek,
3019 linear feet
Restoration and enhancement, see design.
Piedmont Creek,
Kersey Tributary,
UTl UT2 and UT3
North Carolina Drvbion of Wafer Qwft, WhwlonSetem Regional Office
L.oraUon: 585 Waughbmin SL Wino onSatem, North Carolina 27107
Phone: 336 -771 -M 1 FAX [phone] Customer Service: 1-877423-6748
Internet: www nantertlu ty org
An Equal Opporluntty 1 AfflnnaUve Action Employer
None Caro a
a&iIAI

S. Buffalo Creek Habitat and Water Quality Improvements
DWQ# 12-0443
May 17, 2012
Page 2 of 4
Buffer Impacts
Identifier
Zone 1 hn act
Zone 2 Impact
Site B1
40,048 square feet impact
40,4052 square feet impact
Site B2
11,342 square feet impact
547 square feet impact
Site B3
11,888 square feet ' act
5,783 square feet impact
Total 163,278
square feet temporary Impact
782 square feet temporary impact
Wetland Impacts
2. This authorization exempts the Permittee from meeting Condition #7 in the attached general certification for the
placement of in- stream structure material into the stream. The Permittee shall take all reasonable measures to
construct in- stream structures while keeping heavy equipment out of the stream, channel. Stream flow will be
diverted around work areas as much as practicable. All reasonable steps must be taken to limit the amount of
disturbance in the channel and to therefore reduce downstream turbidity during construction. This exemption
does not relieve the Permittee of meeting stream standards as indicated in 15A NCAC 02B.
3. Native vegetation shall be used throughout this project. All tree and shrub plantings within the proposed buffer
on both sides of the stream shall be protected from mowing or clearing.
4. Stream bed habitat material, such as cobble and gravel, should be harvested from abandoned channels and
relocated to new channels to the maximum extent practical.
5. Visual monitoring of the relocated streams, in- stream structures, reshaped streambanlcs, and restored/replanted
temporary buffer impact areas, shall be conducted at a minimum of quarterly for the first year or two bankfull
events (whichever is longer), and then annually until it is determined that all structures and stream banks are
stable (particularly after storm events) and all vegetation is successful. Any failures of structures, stream banks,
or vegetation may require future repairs or replacement to ensure the stability and water quality of the stream and
downstream waters.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of Completion"
to notify NCDWQ when all work included in the §401 Certification has been completed. This cerdflcate
should be returned to the Winston -Salem Reglonal Office of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing the
restored stream reach.
If you do not accept any of the conditions of this certification, you may ask for an adiudicatory hearing, You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Sites
Type of Impact
Amount Approved
WA
Excavation
0.00002 acres
WD
Enhancement
0.0046 acres
Total
1 0.0048 acres prmanent him act
2. This authorization exempts the Permittee from meeting Condition #7 in the attached general certification for the
placement of in- stream structure material into the stream. The Permittee shall take all reasonable measures to
construct in- stream structures while keeping heavy equipment out of the stream, channel. Stream flow will be
diverted around work areas as much as practicable. All reasonable steps must be taken to limit the amount of
disturbance in the channel and to therefore reduce downstream turbidity during construction. This exemption
does not relieve the Permittee of meeting stream standards as indicated in 15A NCAC 02B.
3. Native vegetation shall be used throughout this project. All tree and shrub plantings within the proposed buffer
on both sides of the stream shall be protected from mowing or clearing.
4. Stream bed habitat material, such as cobble and gravel, should be harvested from abandoned channels and
relocated to new channels to the maximum extent practical.
5. Visual monitoring of the relocated streams, in- stream structures, reshaped streambanlcs, and restored/replanted
temporary buffer impact areas, shall be conducted at a minimum of quarterly for the first year or two bankfull
events (whichever is longer), and then annually until it is determined that all structures and stream banks are
stable (particularly after storm events) and all vegetation is successful. Any failures of structures, stream banks,
or vegetation may require future repairs or replacement to ensure the stability and water quality of the stream and
downstream waters.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of Completion"
to notify NCDWQ when all work included in the §401 Certification has been completed. This cerdflcate
should be returned to the Winston -Salem Reglonal Office of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing the
restored stream reach.
If you do not accept any of the conditions of this certification, you may ask for an adiudicatory hearing, You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing.

S. Buffalo Creek Habitat and Water Quality Improvements
DWQ# 12-0443
May 17, 2012
Page 3 of 4
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone Sue Homewood in the DWQ Winston -Salem Regional Office at 336 - 771 -4964.
Sincerely,
Charles Waldld, P.E., Director
' Division of Water Quality
cc: Todd St. John, Kimley -Horn (via email)
Thomas Brown, USACE Raleigh Regulatory Field Office (via email)
DWQ Winston -Salem Regional Office
DWQ Wetlands/401

S. Buffalo Creek Habitat and Water Quality Improvements
DWQ# 12 -0443
May 17, 2012
Page 4 of 4
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 40l/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Cer flcadon
I, . hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Date:
Agent's Cen*?cadon
I, _ _ , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Date:
Engineer's Cerdficadon
Partial Final
I, . as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No.
ism

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CONSTRUCTION DRAWINGS
SOUTH BUFFALO CREEK
PHASE
HABITAT AND WATER QUALITY IMPROVEMENT PROJECT
DEVELOPED FOR:
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CITY OF GREENSBORO
GREENSBORO, NORTH CAROLINA
CONTRACT NO.: 2012 -074
PROJECT NO.: P -5308
PROJECT
LOCATION
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1 TITLE SHEET
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04-07
EXISTING CONDITIONS
08
SITE PLAN AND PROFILE KEY SHEET
09 -15
SITE PLAN AND PROFILE
16
PERMANENT STOCKPILE AREA
17 -18
Y
19 -24
DETAILS
25-28
EROSION AND SEDIMENT CONTROL DETAILS
29
EROSION AND SEDIMENT CONTROL PLAN KEY SHEET
30 -34
EROSION AND SEDIMENT CONTROL PLAN
35
PLANTING NOTES AND DETAILS
�
PLANTING PLAN KEY SHEET
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CROSS SECTIONS
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PR SOUTH BUFFALO CREEK HABITAT
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LOCATION MAP
CITY OF GREENSBORO
Inc. TITLE
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MAY 3 2013
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CLIENT CITY OF GREENSBORO
2602 S. ELM— EUGENE STREET
P 0 BOX 3136
GREENSBORO NORTH CAROLINA 27406
PHONE [phone]
FAX [phone]
CELL (336) 451 -5035
ATTN JANA STEWART. P E.
ENGINEER. KIMLEY —HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NORTH CAROLINA 27530
PHONE [phone]
FAX [phone]
CELL (919) 412 -4542
ATTN TODD ST JOHN, P E.
SURVEYOR. CAVANAUGH k ASSOCIATES, PA_
530 N TRADE STREET
SUITE 302
WINSTON —SALEM NC 27101
PHONE [phone]
FAX [phone]
ATTN TORY WAGONER, PE., PLS
SHEET INDEX
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SHMT OBBCRPTION
10 II
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1 TITLE SHEET
02
GENERAL NOTES
03
EXISTING CONDITIONS KEY SHEET
04-07
EXISTING CONDITIONS
08
SITE PLAN AND PROFILE KEY SHEET
09 -15
SITE PLAN AND PROFILE
16
PERMANENT STOCKPILE AREA
17 -18
Y
19 -24
DETAILS
25-28
EROSION AND SEDIMENT CONTROL DETAILS
29
EROSION AND SEDIMENT CONTROL PLAN KEY SHEET
30 -34
EROSION AND SEDIMENT CONTROL PLAN
35
PLANTING NOTES AND DETAILS
�
PLANTING PLAN KEY SHEET
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FOR CONSTRUCTION a� .KQ
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PREPARED IN THE OFFICE OF
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7 -2000 FAX [phone]
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LOCATION MAP
CITY OF GREENSBORO
Inc. TITLE
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MAY 3 2013
�� VALITy
I a- aL�Y'3
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PROJECT CONTACTS
CLIENT CITY OF GREENSBORO
2602 S. ELM— EUGENE STREET
P 0 BOX 3136
GREENSBORO NORTH CAROLINA 27406
PHONE [phone]
FAX [phone]
CELL (336) 451 -5035
ATTN JANA STEWART. P E.
ENGINEER. KIMLEY —HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NORTH CAROLINA 27530
PHONE [phone]
FAX [phone]
CELL (919) 412 -4542
ATTN TODD ST JOHN, P E.
SURVEYOR. CAVANAUGH k ASSOCIATES, PA_
530 N TRADE STREET
SUITE 302
WINSTON —SALEM NC 27101
PHONE [phone]
FAX [phone]
ATTN TORY WAGONER, PE., PLS
SHEET INDEX
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SHMT OBBCRPTION
10 II
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01
1 TITLE SHEET
02
GENERAL NOTES
03
EXISTING CONDITIONS KEY SHEET
04-07
EXISTING CONDITIONS
08
SITE PLAN AND PROFILE KEY SHEET
09 -15
SITE PLAN AND PROFILE
16
PERMANENT STOCKPILE AREA
17 -18
TYPICAL CROSS SECTIONS
19 -24
DETAILS
25-28
EROSION AND SEDIMENT CONTROL DETAILS
29
EROSION AND SEDIMENT CONTROL PLAN KEY SHEET
30 -34
EROSION AND SEDIMENT CONTROL PLAN
35
PLANTING NOTES AND DETAILS
36 1
PLANTING PLAN KEY SHEET
37 -41
PLANTING PLAN
42 -44 1
CROSS SECTIONS
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FOR CONSTRUCTION a� .KQ
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6• GENERAL NOTES
E T A PRE - CONSTRUCTION CONFERENCE MUST BE HELD WITH REPRESENTATIVES OF THE CITY R CONTRACTOR OF
RECORD BEFORE ANY WORK CAN BE STARTED ON SITE STEAK FLGODPLAMS AND SLOUGHS SHALL BE INSTALLED
ACCORDING TO APPROVED PLANS AND PROFILES IF A FREUD CHANGE IS NEEDED, THE REDESIGN AREA(S) MUST BE
APPROVED BY THE CITY PRIOR TO INSTALLATION.
a
n 2. THE CONTRACTOR SHALL HAVE A SIT OF SEALED CONSTRUCTION DOCUMENTS ON THE PROJECT SITE AT ALL 7IES
i
y 3. THE CONTRACTOR SHALL AOHERE TO ALL FEUERA, STATE CONTY AND CITY LAWS ORDINANCES AND REGULATIONS
MOOR IN ANY NN
MAER AFFECTS THE CONDUCT OF THE PROJECT INCLUDING BUT HOT LIMITED TO BOIIAMNG,
MAINTAINING Q SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. i
4 R SHALL BE THE OONTRACTOR'S RE5PoH48DJTY TO CONFORM TO ALL REQUIREIANTS OF THE SPECIFICATION AS
THEY RELATE TO COORDINATION WITH THE OWNERS AND THE UTILITIES THAT EXIST ON SHE CONTRACTOR MUST ALSO
COMPLY WITH m
ALL NOT AND UTILITY OWNER REOUNpEN15 WHEN OPERATING WITHIN THE RIGHT -O' -WAY AND
5. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP MAN9GE 94ALL CONFORM TO THE PROJECT SPECJFICAIR NS 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 COE17IONS THE SPECIAL
CONDITIONS 94ALL GOVERN. THE CONTRACTOR WALL OBTAIN AND USE ALL APPLICABLE ADDENDA
& IT SHALL BE THE CON7RACTOR'S RESPOISNIITY TO COORDINATE ITS WOW 97H ANY WORN TO UE PE FORMED BY
THE UTILITY OWNERS CR 07HOM IN THE RIGHT -OF -WAY ARRANGE A SCHEDULE OF OPERATIONS THAT WIL ALLOW
FOR THE COMPLETION OF THE PROJECT WITHOUT ANY Lou" DELAY
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PR07ECYM OF ALL E ISTDNC STRUCTURES UTILITIES FENCES,
SHRUBBERY AND RETAINDW WALL& ETC. LOCH ARE NOT TO BE DISTURBED DURNG OONSIIRUCOCN, REFER TO THE
PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
B. ALL EXCESS MATERIALS SHALL BE HAULED OFF BY THE CONTRACTOR EXCESS GRADE MATERIAL SHALL BE SPREAD
AT THE DESIGNATED PERMANENT STOCKPILE AREA WIIHHN THESE DRAWINGS REUSE SHALL BE DISPOSED OF
LEGALLY OFFSTE
& THE PROPOSED BAHKFULL LANE, FLOGGPLAI N LINE SLOUGH LINE AND CUT LIKE SHOWN WITH/ THE PLAN/PRGWI
SHEETS DENOTE PROPOSED GRADING BREAONEB, OR GRADE TRANSITION POINTS, AS INDICATED IN THE TYPICAL
CROSS - SECTIONS PROPM AND CROSS- SECIICRS GRADE ISLES MAY BE ADJUSIED AT THEN BEGINNING, DOING,
AND AT STRUCTURES AS DIRECTED BY THE EWIGUEER IN ORDER 7O SECURE A PROPER TEAN OR TO CREATE A
MORE 'NATURAL' APPEARANCE FOR STREAM, WETLAND (FORK. AND SLOUGH WORK.
afflZMAL
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
Mum
TINE CONTRACTOR SHALL CALL THE 'CONTACT ONE -CALL CENTER' BY DULLING 811 TIPTOE DIGGING, THE CONTRACTOR
SHALL FEND LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION CORRIDOR, INCLUDING PUBLIC AND PRIVATE
TOPSm REMOVAL Awn SRVWm, c
1 IOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN ALL GRADED FLOOOPLAIN, 1ETIAND SLOUGHS,
AND STREAM BANK AREAS TO A MBDLLW 4' OWN UNLESS A GREATER DEPTH 15 OTHERWISE SPECIFIED. THE FINAL
GRADE ELEVATIONS INCLUDE THE APPLICA710N OF T19S TOPSOIL LAYER THIIEFORE, IN THESE AREAS IT MAY BE
NECESSARY TO OVER EXCAVATE 70 ACCOUNT FOR THE REPLACEMENT DEPTH OF THE TOPSOIL THE CONTRACTOR IS
RESPONSIBIE FOR TEMPORARILY STOCKPILING THE TOPSOIL FOR RE- PLAC]ENT THROUGHOUT CONSTRUCTION
TRAFFIC mu1Re
1 ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS MUST BE MAINTAINED DURING CONSTRUCTION. IF ACCESS TO PRIVATE
RESIDENTIAL DRIVEWAYS CANNOT BE MAINTAINED DUE TO CONSTRUCTION ACWTES 04- VRE'ET PARKING WITHIN 50
FEET OF
BE PROVIDED PRIVATE ACCESS TO THE RIGHT -OF -WAY AND PEDESTRIAN WALKWAY AROUND CONSTRUCTION AC1M7Y MUST
Z CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLAW IS MAINTAINED ON ALL IMPACTED CITY SiREE73
DURING CONSTRUCTION
& WHEN A TEYPORMY CLOSING IS REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF GREENSBORO
AND GDOT TO IMPLEMENT A TRAFFIC CONTROL PLAN.
SURVEY LEGEND
OAW MET/CAU N BASH
TIP Of BAWL
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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
Mum
TINE CONTRACTOR SHALL CALL THE 'CONTACT ONE -CALL CENTER' BY DULLING 811 TIPTOE DIGGING, THE CONTRACTOR
SHALL FEND LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION CORRIDOR, INCLUDING PUBLIC AND PRIVATE
TOPSm REMOVAL Awn SRVWm, c
1 IOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN ALL GRADED FLOOOPLAIN, 1ETIAND SLOUGHS,
AND STREAM BANK AREAS TO A MBDLLW 4' OWN UNLESS A GREATER DEPTH 15 OTHERWISE SPECIFIED. THE FINAL
GRADE ELEVATIONS INCLUDE THE APPLICA710N OF T19S TOPSOIL LAYER THIIEFORE, IN THESE AREAS IT MAY BE
NECESSARY TO OVER EXCAVATE 70 ACCOUNT FOR THE REPLACEMENT DEPTH OF THE TOPSOIL THE CONTRACTOR IS
RESPONSIBIE FOR TEMPORARILY STOCKPILING THE TOPSOIL FOR RE- PLAC]ENT THROUGHOUT CONSTRUCTION
TRAFFIC mu1Re
1 ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS MUST BE MAINTAINED DURING CONSTRUCTION. IF ACCESS TO PRIVATE
RESIDENTIAL DRIVEWAYS CANNOT BE MAINTAINED DUE TO CONSTRUCTION ACWTES 04- VRE'ET PARKING WITHIN 50
FEET OF
BE PROVIDED PRIVATE ACCESS TO THE RIGHT -OF -WAY AND PEDESTRIAN WALKWAY AROUND CONSTRUCTION AC1M7Y MUST
Z CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLAW IS MAINTAINED ON ALL IMPACTED CITY SiREE73
DURING CONSTRUCTION
& WHEN A TEYPORMY CLOSING IS REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF GREENSBORO
AND GDOT TO IMPLEMENT A TRAFFIC CONTROL PLAN.
CONSTRUCTION ZaMKF-
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 9DIIEMTATDN DURING CONSTRUCTION. SLOUGH
CHANNELS SHOULD GENERALLY BE PUNNED FOR CON57RUC1101 STARTING DOWNSTREAM AND MOVING UPSTREAM TO
PROTECT THE WORK AREA FROM UNNECESSARY FLOODING THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE
CO STRUCION 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 FNGDIEDL 7HE CONTRACTOR SHALL SCHEDULE THE MEETING A M04MLIM OF 48 HOURS PRIOR TO
ANY LAND DISTUREDNG ACTIVITY
3. THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY CNS17E LAND DISTURBANCE ACTIVITY TO LAND QUALITY
SECTION'S WNSTON -SALEM REGIONAL OFFICE AT (336) 771-WM
4. THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEA9NE5, EROSION CONTROL MEASURES. TREE PR07ECTWN
FENC IQ AND OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY 70 INSTALL THESE 17MM
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 CO 193MG LAND OSNRBANCE AS THE
LAND QUALITY SEC71CN WILL PERFORM PERIODIC IN9TEC71ONS FOR COMPLIANCE.
5. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES RECLINED FOR WORKING N A LIVE STREAM PER THE
PLANS AND SPECIFICATIONS ANG/OR AS DEFECTED BY THE PROJECT ENGINEER. SEE EROSION AND SEDIMENT CONTROL
PLAK
6- THE CONTRACTOR SHALL SET/STAKE AT A MDD6N THE STREAM CENIERLNE, PROPOSED TOP AND TOE OF SLOPES,
METLAND SLOUGH BOUNDARIES. STRUCTURE LOCATIONS AND UNITS OF DISTURBANCE N THE FIELD PER THE DRAWINGS
THE ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF ONE PROPOSED ITEMS BEFORE 7HE CONTRACTOR
BEGINS ANY CONSTRUCTOR
7 CLEAR VEGETATION AS RUM PROMESSES KONG THE PROPOSED WETLAND SLOUQK STEAM CHANNEL ALIGNMENTS
AND ELMNF LLL BENCH EXCAVATION LOCATIONS THE CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO REMOVED TREES
THAT CAN BE USED IN ONE PROPOSED LOG STRUCTURES OR TRANSPLANTS STOCKPILE TREES THAT WILL BE USED
LATER AS ROOTWADS AND LOGS SHRUBS AND TREES LESS THAN T N DIAMETER THAT ARE TO BE TRANSPLANTED
SHALL BE MANED WITH HIGHLY VISIBLE TAPE BY THE E GI VIER. THESE SHRUBS AND TREES SHALL BE SAVED FOR
TRANSPLANTING AND Si0006ED ALL SHRUBS AND TREES MARKED 70 BE TRANSPLANTED SHALL BE REMOVED
ENS RHNG THAT THE ROOT MASS IS INTACT
PROPOSED PROFILE LEGEND
-- - - - - -- EMSTING GROUND ELEVATION AT PROPOSED @ITERLBE
PROPOSED PLAN LEGEND
PROPOSED STEAM CE MMNE
PROPOSED
—C
STEAM BANKFULL
PROPOSED CUT LINE
I—
PROPOSED FILL LIME
S
FP
735
PROPOSED SLOUCH
PROPOSED FLOOOPLAIN BENCH
PROPOSED MAJOR CONTOUR
7AF
IW�S0.00
PROPOSED MINOR 001061OUR
CROSS SECTION
PROPOSED LOG CROSS VANE
A
PROPOSED BOULDER CLUSTER
PROPOSED BOULDER CLUSTER
PROPOSED BORDER ROCK AND ROLL RIFFLE
PROPOSED ROCK A -VANE®
I » >
PROPOSED VEGETATED SOIL
UFT/SIAXIXiM ENTRANCE WITH
BORDER SILL
PROPOSED ROOK A -VANE
•
SLOPE INFLECTION POINT (SLOPE CHMGQ
PROPOSED ROCK VANE
PROPOSED LOG VANE
M
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PROPOSED BORDER ROM AND ROLL RIFFLE
®
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Room
PROPOSED CHANNEL NN PLUG
o-O
PROPOSED VEGETATED SOIL LIFT
OONAL WETLAND OR
®
BRUSH MATTER
CONSTRUCTION ZaMKF-
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 9DIIEMTATDN DURING CONSTRUCTION. SLOUGH
CHANNELS SHOULD GENERALLY BE PUNNED FOR CON57RUC1101 STARTING DOWNSTREAM AND MOVING UPSTREAM TO
PROTECT THE WORK AREA FROM UNNECESSARY FLOODING THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE
CO STRUCION 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 FNGDIEDL 7HE CONTRACTOR SHALL SCHEDULE THE MEETING A M04MLIM OF 48 HOURS PRIOR TO
ANY LAND DISTUREDNG ACTIVITY
3. THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY CNS17E LAND DISTURBANCE ACTIVITY TO LAND QUALITY
SECTION'S WNSTON -SALEM REGIONAL OFFICE AT (336) 771-WM
4. THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEA9NE5, EROSION CONTROL MEASURES. TREE PR07ECTWN
FENC IQ AND OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY 70 INSTALL THESE 17MM
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 CO 193MG LAND OSNRBANCE AS THE
LAND QUALITY SEC71CN WILL PERFORM PERIODIC IN9TEC71ONS FOR COMPLIANCE.
5. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES RECLINED FOR WORKING N A LIVE STREAM PER THE
PLANS AND SPECIFICATIONS ANG/OR AS DEFECTED BY THE PROJECT ENGINEER. SEE EROSION AND SEDIMENT CONTROL
PLAK
6- THE CONTRACTOR SHALL SET/STAKE AT A MDD6N THE STREAM CENIERLNE, PROPOSED TOP AND TOE OF SLOPES,
METLAND SLOUGH BOUNDARIES. STRUCTURE LOCATIONS AND UNITS OF DISTURBANCE N THE FIELD PER THE DRAWINGS
THE ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF ONE PROPOSED ITEMS BEFORE 7HE CONTRACTOR
BEGINS ANY CONSTRUCTOR
7 CLEAR VEGETATION AS RUM PROMESSES KONG THE PROPOSED WETLAND SLOUQK STEAM CHANNEL ALIGNMENTS
AND ELMNF LLL BENCH EXCAVATION LOCATIONS THE CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO REMOVED TREES
THAT CAN BE USED IN ONE PROPOSED LOG STRUCTURES OR TRANSPLANTS STOCKPILE TREES THAT WILL BE USED
LATER AS ROOTWADS AND LOGS SHRUBS AND TREES LESS THAN T N DIAMETER THAT ARE TO BE TRANSPLANTED
SHALL BE MANED WITH HIGHLY VISIBLE TAPE BY THE E GI VIER. THESE SHRUBS AND TREES SHALL BE SAVED FOR
TRANSPLANTING AND Si0006ED ALL SHRUBS AND TREES MARKED 70 BE TRANSPLANTED SHALL BE REMOVED
ENS RHNG THAT THE ROOT MASS IS INTACT
PROPOSED PROFILE LEGEND
-- - - - - -- EMSTING GROUND ELEVATION AT PROPOSED @ITERLBE
EROSION CONTROL LEGEND
- EXISTING MAJOR CONTOUR
PROPOSED AND EXISTING BANKFULL ELEVATION
e
PROPOSED AND EXISTING INNER BERM ELEVATION
PROPOSED MAJOR CONTOUR
731
PROPOSED CHANNEL BOTTOM ELEVATION
LOD
PROPOSED LIMITS OF DISTRtBANCE
PROPOSED LOG CROSS VANE
PROPOSED TEMPORARY SILT FENCE%
PROPOSED BOULDER CLUSTER
PROPOSED BORDER ROCK AND ROLL RIFFLE
R�
11TJuY/
PROPOSED LOG ROCK AND ROLL RIFFLE
PROPOSED EXCAVATION DISPOSAL AREA
PROPOSED ROOK A -VANE
•
SLOPE INFLECTION POINT (SLOPE CHMGQ
PROPOSED
- - - _..•- - -
EROSION CONTROL LEGEND
- EXISTING MAJOR CONTOUR
- - - - •- - -
- EXISTING MINOR CONTOUR
750
PROPOSED MAJOR CONTOUR
731
PROPOSED MOTOR CON70LIR
LOD
PROPOSED LIMITS OF DISTRtBANCE
o—
PROPOSED TEMPORARY SILT FENCE%
e
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
— - -
PROPOSED EXCAVATION DISPOSAL AREA
TR
PROPOSED TREE PROTECTION FENCE
PROPOSED WI®IATKN TREE PROTECTW/$T FENCE
DIVERS°" SWAI.E/GiOm
M
CDR FIBER WATTLE
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®
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PROPOSED TEMPORARY NAIL ROAD
o-O
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PROPOSED TIMBER MAT QD
PROPOSED TEMPORARY STREAM CRO5SI1D w/ PPE
®
PROPOSED TEMPORARY STAGING AREA
®Pm®
SIN- STREAM ROCK $T DAM
TREE TO BE REMOVED
—m —m—
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SILT CURTAIN QD
®
COR F93M MATTING APPLICATION
®
SOYNER BASN®
D
IMPERVIOUS DIE FOR PUMP AROUND®
j
Om7mm POMP
SILT FENCE STONE OUTLET
GEOTEXTIE DEWATERING DIRT SAO
TEMPORARY SLOPE DRAIN
TEMPORARY ROOK CHECK DAM
CONSTRUCTION SEQUENCE (CONTINUED).
& AS NEEDED INSTALL STREAM BY- PASS /DIVERSION OPERATION TO PROVIDE A DRY WORK AREA ON A SECTION OF
STREAM THAT CAN BE COMPLETED WITHIN A DAY ALL CHANNEL WORK 94ALL BE PERFORMED FROM DE TOP OF
CHANNEL BANK, UNLESS A STREAM BY -PASS DIVERSION OPERATION IS APPROVED INSTALLED AND IN SATISFACTORY
OPERATION NO EQUIPMENT WILL BE ALLOWED TO OPERATE IN THE LIVE STREAM. WHEN GRADING IN THE CHANNEL OR
GRADING THE CHANNEL BANKS BELOW TIIE HIGH WATER MARK THE CANNEL FLOW SHALL BE BY- PASSED/OVERTED
AROUND THE WOW AREA USING 111E IMPERVIOUS DIE AND PIMP- AROUND SYSTEM AS SHOWN IN THE BANS
9 WOE DESIGNATED, THE CONTRACTOR SHALL CONSTRUCT PROPOSED STREAM CHAKOOL I PROWhISNTS AND WETLAND
SLAUGTHS AS THE SITE IS GRADED THE CONTRACTOR SHALL STOCKPILE TOPSOIL FOR LATER USE
10. THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL AND SLOUGH SECTIONS TO A STABLE FORM BEFORE MOWING OUT
OF THE WORK AREA A STAKE FORM SHALL NCLUDIE, BUT IS NOT LIMITED TO, THE COMPLETION OF FINAL GRADE,
THE COMPLETE INSTALLATION OF IN- STREAM STRUCTURES. TRANSPLANTS, EROSION CONTROL MATW. TOPSOIL AND
TEMPORARY VEGETATION ACCORDING TO THE 7EP0RARY SEEDING SCHEDULE. SECTIONS OF STREAM WITHIN 111E PIMP
AROUND OPERATION WORK ZONE SHALL BE STABILIZED WITH MATTING BY THE END OF THE WORK DAY
11 THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED FOR WORKING IN A LIVE STREAM PER THE
PLANS AND SPECIFICATIONS AND /OR AS DIRECTED BY 7HE PROJECT ENGINEER. SEE EROSON AND SEDIMENT CONTROL
PLAN.
11L COMPLETE STABILIZED WETLAND SLOUGHS BY CONSTRUCTING THE UPSTREAM SLOUCH INGRESS COMPLETE STABILIZED
STREAM CHANNELS BY CONSTRUCTING UPSTREAM AND DOWNSTREAM TIE-IN CONNECTIONS AND RELEASING THE
BY- PASSED STREAM FLAW BALL DOOM THE 04WCEL
1.1 CONSTRUCTION SAIL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION CONTROL MARRING, TRANSPLANTS,
AND STRUCT RM AS NECESSARY CONTRACTOR 94ALL RE -S® AREAS WITH TEMPORARY SEEDING TO MEET THE
COVERAGE REQUIREMENTS IN THE PROTECT SPECIAL CONDITIONS.
14 IF CONSTRUCTION IS COMPLETED DURING THE PLANING SEASON SPECIFIED HELEK TEN INSTALL FINAL PLANING PER
THE DRAWINGS AND SPECIFICATIONS. OTH4R01tSE DELAY FINAL PLANTING UNTIL THE PLANTING SEASON.
1S THE CONTRACTOR SHALL COORDINATE A FINAL SITE INSPECTCN WITH THE CITY STAFF AND ENG9M TO REVIEW THE
COMPLETED STE CONSTRUCTION AND TO OBTAIN FINAL APPROVAL
16 UPON FINAL APPROVAL, THE CONTRACTOR 94ALL NOTIFY THE LAND QUALITY SECTION WIDEN ALL LAID DISTURBANCE
ACTIVITY IS COMPLETE AND A GOOD STAND OF TEMPORARY VEGETATION HAS BEEN ESTABLISHED.
17 REMOVE SILT AND CONSTRUCTION FEN= AND 07HM TEMPORARY EROSION CONTROL DUNCES.
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PREPARED IN THE OFFICE Of CLIENT •• ••••• 01/03/13 PROJECT
Kimley -Horn CITY OF GREENSBORO e.° •� -•� SOUTH BUFFALO CREEK HABITAT
JK AND WATER QUALITY
TITLE SJM
ux PRA. � �NWa., and Associates Inc. - : GEL® h IMPROVEMENT PROJECT PHASE I
I;. °'W° W" `°' a ° ° °° ^-'" °' ° "'" • °' —"" " i1a 0i0 ^^'�'° "' AP.� P.�.. PA BOX 33068 - RALBC#1 NORTH CAROLINA 27 GENERAL NOTES '` A,R.oe,I .IU,am ,TWI•I Ru1A•r6ROh, a10 RM�tRObn sr FAX [phone] ,,. TSJ M 2M3 _ A,� PHOI� ` ' -2� _ ' 012137004 FOR CONSTAUi3�ilON Q i KmwO -NHe., aw Amewta A,�. mu S ,
PLANTING PLAN LEGEND
ZONE 1 - VEGETATED SOIL LIFT PLANTINGS
ZONE 2 - LIVE STAKE PLANTINGS
®
ZONE 3 - SLOUGH/BAN16TRL BENCH PLANTINGS
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ZONE 4 - RPARIAN PLAN7NGS
ZONE 5 - WETLAND PLANTINGS
®ZONE
6 - UIILRY /ACCESS PLANTINGS
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PREPARED IN THE OFFICE Of CLIENT •• ••••• 01/03/13 PROJECT
Kimley -Horn CITY OF GREENSBORO e.° •� -•� SOUTH BUFFALO CREEK HABITAT
JK AND WATER QUALITY
TITLE SJM
ux PRA. � �NWa., and Associates Inc. - : GEL® h IMPROVEMENT PROJECT PHASE I
I;. °'W° W" `°' a ° ° °° ^-'" °' ° "'" • °' —"" " i1a 0i0 ^^'�'° "' AP.� P.�.. PA BOX 33068 - RALBC#1 NORTH CAROLINA 27 GENERAL NOTES '` A,R.oe,I .IU,am ,TWI•I Ru1A•r6ROh, a10 RM�tRObn sr FAX [phone] ,,. TSJ M 2M3 _ A,� PHOI� ` ' -2� _ ' 012137004 FOR CONSTAUi3�ilON Q i KmwO -NHe., aw Amewta A,�. mu S ,

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E Kimley -Horn _ `° `"�'`'' "
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PREPARED IN THE CFFICE OF CLIENT ,. • "' '4'••�. 01/03/13 PROJECT
CITY OF GREENSBORO �t,<: ` P.A.N SOUTH BUFFALO CREEK HABITAT
Kimley -Horn °
3100— AND WATER QUALITY
III Fla. a>< ORANIBY OFAESOt and Associates Inc. ""E . •' mEm®� IMPROVEMENT PROJECT PHASE I
Nw alms r .tn°E".,R R" ai0 °eb^• N -.�fRO 1m0unsH ..+-. b tneNlme Nry tn. wm» PO BOX 33088 - NOFiR( CAROLAIA 27836 -3068 O 1 °jttt
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740 PROPOSED CHANNEL BOTTOM ELEVATION
738 PROPOSED LOG CROSS VANE
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736 fFq�a PROPOSED BOULDER ROCK AND — RIFFLE
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end Associates Inc. '�"E f •€ IMPROVEMENT PROJECT PHASE I
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2. PROPOSED GRADE CONTOURS INDICATE THE FINAL
GRADE AT COMPLETION OF ALL PHASES OF THE
PROJECT (PHASE 1, 11 AND 111) CONTRACTOR
SHALL WORK TOWARD THIS FINAL GRADE
THROUGHOUT ALL PHASES OF CONSTRUCTION
I CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE
DOWN SLOPE EROSION CONTROL MEASURES
THROUGHOUT CONSTRUCTION
s_ PREPARED IN THE OFFICE OF CUENT ...... 01/03/13 PROJECT
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2 TYPICAL SECTIONS ARE PROVIDED 70 GIVE THE GENERAL DAU NSIONS OF
THE CHANNEL FINAL GRADING WILL GIVE IRE CHANNEL A MORE'NATURAL7
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STREAM LAYOUT AND DDE349ON ESTABLISHED ON THE PLAN AND PROFILE
SHEET THE DIMENSION AND SLOPE MALL BE ADJUSTED AS NECESSARY
TO MEET WIDTH. NO OTHER INTERNAL POOL DIMENSIONS SHOWN ON THE
TYPICAL STALL BE ADJUSTED.
S THE CONTRACTOR SHALL N07WY THE ENGINEER IF DIMENSIONAL
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PRIOR TO COISTRUCTO L
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PHONE• [phone] FAX [phone]
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PHONE• [phone] FAX [phone]
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1 FINISHED STREAM CHANNEL GRADES Wfl/GI1 THE WITS OF THE FLOODPLADI
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TYPICAL 94ALL BE ADJUSTED
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PRIOR TO CONSTRUCTION
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NOTES
BAC*lU.
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f
NOTES
SECTIONS FOR DEPTH
COMPACTED BRUSH
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1 REFER ro PRO.ECT 9'EpFlCAT10N5 FOR a- STREAM
DYER. SEE DETAIL
ANCHOR LOG BY
f
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HEADER ROC(
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NOT TO SCALE
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LEY STRUCTURE INTO 2. SHALL NOT BE GAPPED OR HAVE ANY
BANG ELEVATION VALUES
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SK70FVi111T �
BASIL ON ARM ROPE S STRUCTURE DIMENSIONS ARE CONTAINED 147M THE 01- STREAM
F
m
STRUCTURE DATA TABLE THIS SHEET
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FILL BMW
NOTES
1 REFER ro PROJECT SPECIFICATIONS FOR IN- STREAM STRUCTUE BAamLL MATERIAL �W L7ER
0o/157RUC710N, WIELMAL
h
V°
BAC MATERIAL TER
FAG TYP COMPACTED SUB Qty
tN.ACOIOIT AND REQUIREMENTS.
2. PLACED BOLIDERS SHALL NM BE GAPPED OR HAVE ANY FABRLC. 1YP COMPACTED SLID GLADE
SIGNIFICANT SPACES.
] STRUCTURE DIMENSIONS ARE CONTAINED WIN N THE 01- STREAM
�N1��A�
PLM
SIRURRURE DATA TABLE MIS SHEET
SECTION B-B
•�T
SECTION B-B
ROCK VANE 9
ROCK A -VANE e
NOT TO SCALE
NOT TO SCALE
OFSTAEAMSTRUCT REDATAT
3OF
S
0.
0.
K.
B
BOIADER LEAN
IOGMNMM
IDGMOUMM
fiAOORL WTE1mLL
PROI[CTRFA01
S
0.
4
y
h
(m
DIAEkMR
DIAMETER
IIAb
BM.
MATERIAL
MITI
(FT
1m
AFT
(F1)
NL7
LRLam�
(INN
IN)
WEDGRADEDMII
NCOMV,
1Y RTP
m
l97
4 }757
27
S•
3
IA20
AD
11
1r RIP RAP
•D
SCUM &iFAIOgRHI
SEE NAM
SNEE75
VARIES
•R6
S
]5720
SEE PLAN
SII&�
/R
12
•
2
/IATINA CHANNEL MATERIAL
M[DOTM05751ONE
30
ID
WDOD
HAROARACH
10
NAROWDOD LRACK
10
13'Rip RAP
40
L172
6196
ss
70
3
IALo
A30
D
17 RV RAP
•0
KFRSEYTWBUTART
203-263
in
119
•
LO-2.0
2D3D
36
D
3
2
NATIRALCMANIELMATERIAL
NmOfND57SFONE
3
23
IMRDMIOODMULCH
10
NARDYV000 LKROI
_
30
1YMABAP
D
Ufa
6.196
33
1
3
ID20
7DD
D
STRP RA►
40
PEMNONTCREES
1 S-Ml
M
NUB
•
15720
20D
Q
12
3
2
NIITIMLOIANNELMATBOAL
M(DOfN0.57STONE
D
ID
NAROWOODRRAC1
ID
TAMEN[ITES
IIARONOODMIROI
ID
L pIALRETFRPROVIOED WITCN7IR IN•STRFAMSTRLICfIMF DATA TATREAPPIYroADDaARSp17g5
SIFT
f CMiOSMOMAEMHRCD6ROSnWN TTVOLLYROF MATBWLL
TAME
NOTES
L DIAEDETERPROVOMENTNONTHE DFSTREAMSTRUCTURE DATA TAKE APPLY TO ALL DETAILS ON INS SHEET
N CDhVou low pmDD/TC0.1POS1E1011 IN VOLUME CR WTERIAL
wyn Prw.uo ..�. - - RI•VI
U.4 t M
r d.ly. A .m p.porW d en0 Yriprap� n11aN• m A.-dd .AMAIN
A.waeT
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PREPARED IN THE OFFICE OF
Fj Kimley -Horn
jcAlnd Associa1
FAX [phone]
04STREAM M MUCTMR DATA T
3OF
S
0.
0.
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8
ROUDER LRAM
IDGMOUMM
BAOOULMAIEMAI
RED
LTA'
PLIOIECTREAOI
(m
(m
(m
IFT
T11
LUAUS)
D met
MITI
WULGRADEDMIX
91COWN
1Y RTP
m
l97
4 }757
27
S•
3
IA20
AD
11
ID
3
2
TML0111NNEL MATFAYIL
NCDOFNDASTONE
_
_TD
ID
WDOD
HAROARACH
10
13'Rip RAP
40
L172
6196
ss
70
3
IALo
A30
D
10
2
2
NATIRALCHAMNEL MATERIAL
MCDOT NO. 5751011E
D
ID
IMRDMIOODMULCH
10
1YMABAP
D
Ufa
6.196
33
1
3
ID20
7DD
D
D
2
2
WTWALOMMNELMATBUILL
M(DOf NQ 5757011E
D
ID
NAROWOODRRAC1
ID
TAMEN[ITES
L pIALRETFRPROVIOED WITCN7IR IN•STRFAMSTRLICfIMF DATA TATREAPPIYroADDaARSp17g5
SIFT
f CMiOSMOMAEMHRCD6ROSnWN TTVOLLYROF MATBWLL
CITY OF GREENSBORO
Inc. TITLE
DETAILS
Kis-
below.
Call eet«e YDLI L$
/03/13 ' SOUTH BUFFALO CREEK HABITAT
X AND WATER QUALITY
Sim
IMPROVEMENT PROJECT PHASE I
FOR CONSTRUCTION

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•
IN- STREAM STRUCTURE DATA TAB
2 OF 21
8
BOULDER MEAN
LOG MINIMUM
BACKFILL MATERIAL
PROIECTREACH
Ss
Ow
Bw
K'
As
DIAMETER
DIAMETER
04
BMw
MATERIAL
MATERIAL
(FT)
(FT)
IFT)
(FT)
( %)
_
(DEGREES)
(IN)
TIN)
DIAMETER
WELL GRADED MIX
%COMPS
(FT)
(FT)
1 %)
(DEGREES)
(IN)
(IN)
WELL GRADED MD(
%COMP
Y -SP RIP RAP
40 _
SOUTH BUFFALO CREEK
SEEPIAN
VARIES
4B6
S
1420
]430
48
>2
4
2
NATURAL CHANNEL MATERIAL
�30 _
SHEETS
NATURAL CHANNEL MATERIAL
_
- 30 - --
UR
NCDOT NO S7 STONE
20�
- -
S4
3
L420
1430
24
10
2
2
HARDWOOD MUMH
m
NCDOTNO S7STONE
20
Fir RIP RAP
-40--
KERSEYTRIBUTARY
1913 -163
S.95
119
4
L420
1430
36
10
3
2
NATURAL CHANNEL MATERIAL
30
2' -1T' RIP RAP
40
UT2
NCDOTNO S75TONE
_ 20 _
7
3
L42.0
1430
30
10
2
2
NATURAL CHANNEL MATERIAL
30
HARDWOOD MULCH
iD
NCDOTNO 57STONE
_ 2D
r -12' RIP RAP
__40
PEIDMDNTClEEK
14523.1
8.4
166
4
L42.0
143D
42
12
3
2
NATURALCHANNEL MATERIAL
30
Y -1Y RIP RAP
40
UTi
NCDOT NO 57 STONE
20
7
3
L420
]430
30
10
2
2
NATURALCHANNELMATERIAL
_ _
30 -
HARDWOOD MULCH
10
TABLE NOTES
L DIAMIETER PROVIDED WITHIN THE IN- STREAM STRUCTURE DATA TABLE APPLYTO ALL NAILS ON THIS SHEET
2 % COMPOSETION=PERC?IT COMPOSITION BY VOLUME OF MATERIAL
IN- STREAM STRUCTURE DATA TABLES
2 OF 21
BOULDER MEAN
LOG MINIMUM
BACKFILL MATERIAL
SL
0.
�"
9
BMD
BM.
MATERIAL
TREACH
DIAMETER
DIAMETER
(FT)
(FT)
(FT)
(FT)
1 %)
(DEGREES)
(IN)
(IN)
WELL GRADED MD(
%COMP
SEE: PROFILE FDR
2' -1Y RIP
40
SPAONG
NATURAL CHANNEL MATERIAL
_
- 30 - --
UR
BETWEEN STEPS
27
S4
3
L420
1430
24
10
2
2
ANOINVERT
NCDOTNO S7STONE
20
ELEVATIONS
HARDWOOD MULCH
10
SEE PROFILE FOR
2' -1T' RIP RAP
40
UT2
sPAONG
BETWEEN STEPS
3.5
7
3
L42.0
1430
30
10
2
2
NATURAL CHANNEL MATERIAL
30
AND INVERT
NCDOTNO 57STONE
_ 2D
ELEVATIONS
HARDWOODMULCH
10
SEE PROFILE FOR
Y -1Y RIP RAP
40
UTi
SPACING
BETWEEN STEPS
3.5
7
3
L420
]430
30
10
2
2
NATURALCHANNELMATERIAL
_ _
30 -
ELI
AND INVERT
NCDOT NO 57 STONE
_ 20
ELEVAnoNs
HARDWOOD MULCH
10
TABLE NOTES
L DIAMTE7ER PROVIDED WITHIN THE IN- STREAM STRUCTURE DATA TABLEAPPLYTO ALL DETAILS ON THIS SHEET
2 % COMPOSTION=PERCENTCOMPOSITION BY VOLUME OF MATERIAL
Know where below.
Call before YOD d&
s PREPARED IN THE OFFICE OF CLIENT •
01 /03/13
PROJECT
E Kimle Horn CITY OF GREENSBORO ' °� �' ep ��.r SOUTH BUFFALO CREEK HABITAT
Y ` ,E=q,� AND WATER QUALITY
„end Associates, Inc.
TITLE 5"' IMPROVEMENT PROJECT PHASE I
r ..� , Pww Po Box 33M - RALBCiFI raRni c 27636 -3oes DETAILS ' R.�
momrrt. t.P.uw din mK.Pe. m. t.. u..&, - m L.W.. In. �0 t
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L SEAL, o

MER MEN
CUT EXISTING PIPE
FLUSH WITH FINISHED
AWE
r— &I SLOPE. TYP
NORMAL WATER ELEVATION.
SEE PLAN/PROFIE SHEET
I" SPEOnCAIMMS .f ••. �f••�i VON "
EIOSTING GROUND
UNCOMPACTED
DWALL CLASS I RIP �•
lar KIM. THICK
i
CDIIPAC7FD p+`" A:- -_M5
VARIES
y �1
SECTION
LENGTH
��FaR
W IF
�
x
t.•.._
of •...
WIDTH VARIES
K-04-WOVEN FILTER FABRIC,
PER SPECIFICATIONS
�A
CLAW I RIP RAP__/;7
�ii� SECTION A -A
PLAN VIEW
STORM DRAIN OUTFALL 21
HOT TO SCALE
EWTING STORY DRAIN
PIPE OUTFALL
N SAS SHALL
SPECIFIED IN PLANS
VFRT FLOW
UNCOMPACTED
BADIffRI 0.75' FDDSII On
Yln TRY
SECTION A -A SAO
BACI
oulamom SELECT
1 OPLLUUG SHOULD BE OISEALtm AT THE INTERFACE BETWEEN EIOSRNG
CHANNEL AND PRGPGSLD HANNEL
2 INSTALL EROSIDIR CONTROL YATTDIG AND SEED IN ACWBDANGE WITH
n0. PRQECT SPEC61CAnO1/S
IMMEDIATELY AF1ER ORADSRG.
a CGYP TO IXTENT
POSSIBLE OR AT THE DIRECTION W
PLAN VIEW iNE
CHANNEL PLUG 21
NOT TO SCALE
POOL
MATMG WOODEN ANCHOR TRENCH rju
IN —� ON I CENTERS RIFFLE
ANC RaW
0. Tf0C 2r
RIFFLE
T4
CEN
OD J
CH
AN ORS ON NOTE.
NAIL MAY BE USED IN LIEU
OF NOTCH.
DIREC'nON OF FLOW CM FIBER MATTINr INST&LED PER
WOODEN ANCHOR DETAIL MAKIFACTUREn SPECIFICATIONS WITH POOL
LIVE STAKRIG, PERMANENT NO MFM
TEMPORARY SEEDING PER PLANS No
TYP SPECIFICATIONS (TYPICAL 807H SIDM
CL ONE OW n= MATTING RAM ROOT PLAN
r OVERLAY (MIN.) ROUL WIDTH CENTERED AT
PLAN VIEW MINIMUM ROLL %WIN -12.0 DaSTING GRAM MATITHO RACIWOUBLL GROUND
com
MATTING
SLOUCH SIDE SLOPE PROPOSED GRACE VICHMr
TRENCH IN WOODEN TRENCH IN MATTING r MIX.
RIFFLE
P��i�i�i '��i�i'��i�i�i�i�i'��i�i �i �i'. '��i'.�.'��.�.�.�.�.�.�•�.�•�•{
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SWAM ON
AAMOWIR MATTING
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SLOPE
\ 4FI-
To
SLOUGH IBM
NOTE. lmz&ON
IN AREAS TO BE MAXhj;kSEEDDI& WSM IN TRENCH
ENTIAM ATM Sr. &BE
ACCORDANCE MTN THE PROJECT v- MA"Wr SHAM BE
PL.'GED ON
01 TREN
To
STREAM BED UVE STAICE, TIM
TYPICAL CROSS SECTION CROSS SECTION
COIR FIBER MATTING
NOT TO SCALE
CLIENT we PROJECT
CITY OF GREENSBORO SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
_ _ --
® ®® i • ® • PROJECT
TR _. _
�I
EIOSTING GROUND
UNCOMPACTED
BACIGTIL
is
i
CDIIPAC7FD p+`" A:- -_M5
BACIfFT1 �� 1 +
+f
y �1
SECTION B -B
LENGTH
��FaR
1 OPLLUUG SHOULD BE OISEALtm AT THE INTERFACE BETWEEN EIOSRNG
CHANNEL AND PRGPGSLD HANNEL
2 INSTALL EROSIDIR CONTROL YATTDIG AND SEED IN ACWBDANGE WITH
n0. PRQECT SPEC61CAnO1/S
IMMEDIATELY AF1ER ORADSRG.
a CGYP TO IXTENT
POSSIBLE OR AT THE DIRECTION W
PLAN VIEW iNE
CHANNEL PLUG 21
NOT TO SCALE
POOL
MATMG WOODEN ANCHOR TRENCH rju
IN —� ON I CENTERS RIFFLE
ANC RaW
0. Tf0C 2r
RIFFLE
T4
CEN
OD J
CH
AN ORS ON NOTE.
NAIL MAY BE USED IN LIEU
OF NOTCH.
DIREC'nON OF FLOW CM FIBER MATTINr INST&LED PER
WOODEN ANCHOR DETAIL MAKIFACTUREn SPECIFICATIONS WITH POOL
LIVE STAKRIG, PERMANENT NO MFM
TEMPORARY SEEDING PER PLANS No
TYP SPECIFICATIONS (TYPICAL 807H SIDM
CL ONE OW n= MATTING RAM ROOT PLAN
r OVERLAY (MIN.) ROUL WIDTH CENTERED AT
PLAN VIEW MINIMUM ROLL %WIN -12.0 DaSTING GRAM MATITHO RACIWOUBLL GROUND
com
MATTING
SLOUCH SIDE SLOPE PROPOSED GRACE VICHMr
TRENCH IN WOODEN TRENCH IN MATTING r MIX.
RIFFLE
P��i�i�i '��i�i'��i�i�i�i�i'��i�i �i �i'. '��i'.�.'��.�.�.�.�.�.�•�.�•�•{
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SWAM ON
AAMOWIR MATTING
PLACED AT Su TOE OF �i NORMAL WATER
SLOPE
\ 4FI-
To
SLOUGH IBM
NOTE. lmz&ON
IN AREAS TO BE MAXhj;kSEEDDI& WSM IN TRENCH
ENTIAM ATM Sr. &BE
ACCORDANCE MTN THE PROJECT v- MA"Wr SHAM BE
PL.'GED ON
01 TREN
To
STREAM BED UVE STAICE, TIM
TYPICAL CROSS SECTION CROSS SECTION
COIR FIBER MATTING
NOT TO SCALE
CLIENT we PROJECT
CITY OF GREENSBORO SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
_ _ --
® ®® i • ® • PROJECT
TR _. _
�I

RIP RAP SIZE TABLE
CLASS
MIN
r -Y
MAX
A
Y
4'
OFFSET FLANKING HEADER
BOULDERS r -Y DOWNSTREAM
B
EXISTING CHANNEL
OF BAN( WIDTH VARIES
Ni
12'
OF MIDDLE HEADER BOULDER
S'
FILL EXISTING �,
/Y
2
or
STREAM AREA 0.5 MAX
23'
EXISTING
EXISTING STRIiW
/f`
GRADE .%\
CHO
NO GAPS BETWEEN FOOTER
\ \
//
VARIES
BOULDERS. TW BACKFILL
MIXTURE
B
FILL O7 ®OW WERANID AS \
FLOW
i FLOW MATERIAL
>< COIINO'971oN BY NDlL1YE
M.
A NECESSARY ro PROVIDE A /,� / \/
- - -1 REP RAP
STABLE WATER PONDONG AREA
LEAVE A MAXIMUM OF 0.5' OF
Y -5 MART
NATURAL CHANNEL MATERIALI
N000T NO. 57 5T0NE
30
20
O TO TOP OF E70511NG
BANK..
SECTION A -A
HARDWOOD
'°
A B
i
EXISTING
1/3 BOULDER WIDTH OFFSET, TVP
�
PROPOSED OXBOW STREAM
WERAN D AREA BANK
PLAN VIEW
MEAN BOUIDETt
pAYEIER -48�
NOS CHANNECHANNEL - -�.
ING
PLAN VIEW
TOP OF BANK WIDTH VARIES
CHANNEL eE•D T19 MATCH
• ` \ ��
CHANNEL OCA R ro EfAC10T11
//
MATERIAL AND 2ND BOULDER
/ \
EXISTING
FLOW
FLOW
mom- /
CHANNEL
EXISTING STREAM .� \
I �T OXBOW WEIUWD ACCORDING TO THE PLANTING GRADE \
DEPTH
VARIES
2 FILLING THE EXISTING CHANNEL AS DETAILED HERE SHOULD FIL ENVY RE DEPTH OF
NOT EXE CONSIDERED AS PLUGGING THE CHANNEL PLEASE F9LL
•/
EXISTING CHANNEL. FILL
REFER ro THE CHANNEL PLUG OCTAL FOR AREAS INDICATED CHANNEL tINTL R 6 LEVEL
COMPACTED BRI19N
�;FLI:ER FABRIC
AS SUCH. WITH THE EXISTING TOP OF
SAWL SECTION B -B
uYFR, SEE DETAL
22
r
DEEP
x M`
A Y DEEP Y01
PROFILE VIEW
OXBOW WETLAND e
BOULDER CLUSTERe
NOT ro scALE 22
22
Nor ro SCALE
WA FLOOD PLAIN ELEVATION N0 5 SHALLOW
T VARIES ARON
LIVE STAKE SEE LIVE
�T 4 = ro V
STAKE OCTAL
DEEP POOL
STORY WATER INLET TYP I Ir - 2.0' DEPTH Y WEIR
ROPE SECURED
LIVE a0.
LOCATION
To STAKE
BRUSH MATTRESS
CROSS SECTION A —A VIEW TYPICAL
(ke 12 N. TACK
r ro e uvE
5/9' UM
WHI -XSEE LIVE
4
CUTINGS DETAIL)]
SEE PLANTING
a0 R
DETAILS FOR
SPECIES
"• `
ay
/
SHALLOW WATER
FRONT VIEW
0' - 025 DEEP
401 ai VERAN D
AREA
A DEEP POOL A
101-10, OEFP
AREA OF
301 OF 11ETLAIID
LIVE STAKES DRIVEN ON ENLARGED
AREA DEPRESSIONIS
SECTION
tYn1B' CENTERS EACH WAYS t .,
CUP
MONIDIIAI LENGTH 3FT
STORM WATER INLET TYP GO
_ . • x
�51
(LOCATION VINES)
PRIMARY OUTLET
LOCATION
(LOCATION VARIS)
10 - 2.0 FT
`
PLAN VIEW TYPICAL
`
NAND DUG ONLY Ni -10' DEEP TRENCH
BASAL END Oi MATTRESS
0 BE INSERTED BELOW BASE FLOW
AND PLACE ONLY ROCK TGE
CLASS 0 RIP-RAP
DEPRESSIONAL WETLAND 22
BRUSH MATTRESS 22
NU TO SCALE
RIP RAP SIZE TABLE
CLASS
MIN
MID
MAX
A
Y
4'
or
B
5'
Ni
12'
1
S'
1lY
/Y
2
or
14'
23'
1(MwWR Wlmre below.
Cap beWe You ft
PREPARED IN THE OFFICE OF CLIENT PROJECT
• '•Oq'••.,,, 01/03/13
_ Kimley -Horn CITY OF GREENSBORO ;''oo`�esi, °` mm-.� SOUTH BUFFALO CREEK HABITJI
°K AND WATER QUALITY
end Associates Inc. WILE
�F�E. IMPROVEMENT PROJECT PHASa -vu. and saran. P - Ud - m t o1 wrk.. b latmdad mlr b m. R—ft F�+P -� P:o BOX 33088 - RAI.HCifl NOHIH vs3s -3089 DETAILS n .da a+aa•.a. Wa a and t, to .slim- - Ida A—dd l Mllgdl wlHm aamwt:aum and adeplaean .1 FOR 001'�TRIICiION KI^bX-H>n and Hwn a - V,e. vtm e..ltnaut llapRtr b KE.u.rlwn m0 A- orate., te PF(OPE' (919) 8T7 -2000 FAX= (919) 8'17 -2050 . eaPygn ane A.pcMaL h.e. 2N3 LJC9d8E gu 012137004

��� -�
IIIIII..m
let• DEPTH OF CLASS I RIP RAP
PER PROJECT SPECIAL
CONDITIONS
tB-
X,END ABOVE TOP OF
LAW
TOP OF BAFD( --..,.
T I. .
TRENCH INTO
GROUND
0 GRADE PLANK ANDDPPROFIL J �j-1 �`J ` FCC PEER FILTER PER
BEET TD MEET SPEWICA71OPM
FINISHED GRADE
TOP OF RR RAP AT PROPOSED
GRADE ELEVA71M PER ACTIVE CROSSING PRE', DO
PLAN/PROFTP SHFET NOT DISTURB OR DAMAGE
EXISTING STREAM INVERT SECTION A -A
20' PERMANENT EASDIENT (UDC)
-
I ,Hr
A
tuP OF INA11K
;NON -WOW FILTER
FABRIC PER
SPECIFICATIONS
T1V
O
17
STREAM FLOW
TOP OF BANK
'
NATURAL I A I
PER PROD of CLASS L RIP RAP SPECIAL
ACTIVE PIPE CROSSING. 00 NOT HMO NSA
DISTURB OR DAMAGE
PLAN VIEW
r
2ASS I RID -RAP TO BE LAD MINIMUM OF 18 INDICES THICK OVER ENTIRE STMILIZED AREA (AS DIRECTED BY E3NGI0
LS AREA IS STABLL® PLACE MO -WOVEN FILTER FABRIC AND SPREAD ALL MISTING RIP RAP INTO PERMANENT LIN
LS SHOWN TO A SMOOTH UNIFORM GRADE
LNY REQUIRED ARMORING ABOVE TOP OF BANK SHALL CONSIST OF MATTING OR APPROVED VEGETATIVE COVER.
XINTRACTOR MUST TALE EXTREME CARE TO PROTECT AND BRACE COSTING SEWER LINE DURING CONSTRUCTION OF T
ITUIIY STABURAMOFL THE SMILER LINE IS ACTIVE
UTILITY SDTABILIZATION 23
1
25 MIN t- 2x UK
SECTION S-B
RIAL
m-Al
24 1 V
SOUTH
STR
NATURAL GRO
SECTION A -A
NOTES.
1 SOIL LIFTS MUST BE WRAPPED FROM BOTH THE
A -A AND B-B DIRECTIONS
2. SEE VEGETATED 500. LIFT DETAIL
BACKFILL MD(TURE
MATERIAL x COMP 141_0 BY VOLUME
-1 RR RAP
NATURAL CHANNEL MATERIAL 30
NGDOT NO 57 STONE 1 20
HARDWOOD MULCH 1 10
SOIL LIFTED SLOUGH ENTRANCE WITH e
BOULDER SILL 23
NOT TO SCALE
8
n
.- Know we below
s
Call before you ft
01/03/13 PROJECT
T� IN THE N SOUTH BUFFALO CREEK HABITAT
� Kimle -Horn CITY OF GREENSBORO :••'• � � °� -�K
Y _ AND WATER QUALITY
°�m M. °� °� and Associates Inc. TITLE • _ IMPROVEMENT PROJECT PHASE I
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Eoa fa - N.a.B�..KA ON cmuPl. -e 1rw.�t.11 m - 1 b Htsk.O y rM MAP-. P.O BOX 33088 - RAI EM, NORTH CAROLINA 27 f DETAILS ajje O+p a r5J
aw m-1 a rxe� n .o. F..pQ.a R..» M -a ..yro� mac. m mL. doom -I MUeVI .nlo - lnatrelNm ma •••Plata eY • O t FOR COl�TRUCiION
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4
-
WOODEN STAKE PER COR FIBER
MAETALL
BAGKFIIL
MIXTURE
MATERIAL
K COYP0911011 BY VOLUME
6
INSTALL BARE ROOT SEEDLING
t f� RAP
OR LIVE CUTTING BINDLES
BETWEEN
ATUR A
NATURAL CHANNEL YAIERIAL
70
n_
lAYEM DOT NON PUNCTURE
MOODY N0. 57 STOVE
20
INSTALL WOVEN COIR MAT
Olt DAMAGE COIR FIBER
HARDWOOD MULCH
10
MEDIA K00■IAT 900 COW FIBER
MATTING DIALING PLANMW-
WT1111G OR APPROVED EQUAL
T
PLACE BARE R00T
X
YER ��TNGS
ALREI•IATE BARE R00T SEIDLMG
X GRADING ON PLAN PROFIE
TOPSOIL.
ABOVE BAmau
El ,
1 DRAWDNG4
(EXAMPLE 2.5:1 SLOPE. X - 2.S)
MEW C
10' SOLL WRAP
2-■Y( A,)
T
24•
A
COMPACTED FILL
N 1 O' LIFTS I
1 1 MAX LIVE TYP W C
SEE Zr (FM za
6 BANKFULL ELEVATION.
PROFILE ON SITE PUMA AND PROFILE
EXISTING OR PROPOSED MADE
NON -WOVEN momma FILTER FABR,C. TYPE I
OOL�ACIED FILL IN 10'
LIFT FOOTER. WRAP A GRADED MN OF MCDOT CLASS A RIP
RAP /S7 Sfp� AID 50LL N ROR -WOVEN GEOTEXRLE FILTER FABRIC
SECTION A -A Iwo ACT SELL LIFT FOOTER BULL eE BELOW GRAM
TRENCH TOP
LAYER OF
MATTING �-
STNS SPACING OOR MATTING SEAM. OVERLAP MATTING F MN
MA COIN Elt
Wl'111/0, SEE ■ ■ ■ ■ IN
DETAIL ® 0.75 O.C. 1S 0.G
MAX LIFT ) MAX LIVE CUTTINGS BLINDLES SEE NIETALL�
LIFT (TYP) 1 rl i I V i /r i ri i I TE 70 EXISTING `BADE —
SEE PROFILE ELEVA , / u n • 1 n If
PLAN STETS 6-7 N N N N N ) abJ —LIVE DEPTH
BUNDLE
1iA IiA 1iA 1i� 1iA 1i
a wTTNC WHILE
STREAM FLOW
BARE ROOT SM W SEE DETAQ
A PLAN VIEW
VEGETATED SOIL LIFT e
NOT TO SCALE 24
BARE OERTALL OOT TYP
SEE
4
SOU LIFT PLANTINGS ABOVE BANKFULL
ELEVATION SHALL ALTERNATE BETWEEN LIVE
CUTTING BUNDLES AID BARE ROOT SEEM04M
1 5 0.G
N07E
STAGGER PLACEMENT OF LIVE CUTTING
BUNGLES BETWEEN ADJACENT VERTICAL
BUNGLES TO AVOID 'STACKING'
SECTION B
LIVE CUTTINGS SPACING
HOT TO SCALE
17
BANKFULL ELEVATION.
SEE PROFILE ON PLAN 94MM 6-7
CBUNDIES. TYP
DETML 3
a
BARE ROOT SEEDLING
PLACE BETWEEN SOLL
LIFT LAYERS ANGLED
UPWARD
aEreD.�s
1 coTmNWOOO WV SEEDLING SPECIES �POPL�AR. � COMMON Ohm wnHmN THE VEGETATED SOLL
LIFT SEE PLANTING PLAN FOR AOp710NAL INFORMATION.
2 COR FIBER MATING SMALL NOT BE PUMCRIRED OR TORN TO PLANT BARE ROOT SEFDIDIGS.
S BARE ROOT SEEDLINGS SHALL ONLY BE PLANTED N VEGETATED SOLL LIT ABOVE THE
BANIOULL ELEVATION 09XCATED WITHIN TILL PLAN AND PROFILE SHIFTS.
4 TOPSOIL SMALL BE PLACED AROUND THE ROOTS TO THE BARE ROOT SEEDLING PRIOR TO
PLALL1mNT OF THE TOP SOIL LIT
S BARE ROOT SEEDLING SHALL BE PLANTED AT AN ANGLE TO PREVENT LEAF CONTACT WITH THE
GROUND.
BARE ROOT SEEDLING PLANTING IN SOIL LIFT 2
NOT TO SCALE 24
COTTON OR JUTE TW■NE (TVP )
4• TO 6•
, /4•
TO t• LIVE
MATERIAL (TYP)
5704
DETAA NOTES`
1 LIVE CUTTING BUNDLE SPECES SMALL BE LIMNED TO THAT LISTED WITHIN
TABLE 1 OF THE PLANTING NOTES AND DUALS ON STET 18
LIVE CUTTINGS DETAIL 3
NOT TO SCALE 24
s
1t 8U DNMs below
3 PREPARED N THE OFFICE OF CLIENT
PROJECT
3 Kimley -Horn CITY OF GREENSBORO `•,w$O G- ��K�13 SOUTH BUFFALO CREEK HABITAT
Nw AND WATER QUALITY
CIIIIIIIIIIIIIIIII I „end Associates Inc. „TIE 5pA IMPROVEMENT PROJECT PHASE I
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C/ T Y OF GREENSBORO I C/ T Y OF GREENSBORO C/ T Y OF O R E E N 8 B 0
CONSTNXTION ENTRANCE DETAIL ERA0. eAA" i - - ANDARD THEE PRDIECTIOi1 OETAiI 8448 a•�o°a �1 SILT FFJCE DETAIL 30 5
(STATE RESUIRBEWO 436-A ms / S �
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N XDILM
AREA
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9 DE ANEIAN ARAIMME AREA ZPOWWLED Ar EACR ODUZr Aer ADr
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C/ T Y O F G R E E N S B OR O
SILT FOM DETAIL S� IRa
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CROSS �TIOM - 1RLPE20iDA1. DITCH
AWES
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li1AlE a A' ar s ANmrnE IR%Aor "Mwr ne pr7�� m A�7E)rr a6r t77artw PER 100' OF
I A A NfMa11 l ARAL drARD MD I aJ.ItQO�E arAQS Ar Aa I1BL CURTAIN) N
NATURAL Calm ID AEON A7r7W m °Wrw v m7m ANNEL BOTTOM 1
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AR A�wgro lAw ao m A V! nE mn�`, 7ODTN - 1.2 a CHANNEL TUD7N
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'Ev MODEM eTANEB 0 a1DIFAlt ET9'r rler Is a m OI t�mALa as
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o LOSS SEMOIN - VER DITCM AI e1 s i I00 roes a;'�1° rL $OWN&A
At rDE ANrrar ra A9T w N)rrw cm rent ax/sEla Axrme SECTj()W A -A
NO l L e Dx7rIILAliw m axucNrm w FLAIL Axe l fI
C/ T Y OF GREENSBORO C/TY OF GREENSBORO NOTES:
,, SM. AV. �Y. DOUBLE SILT CURTAINS SHOULD BE SPACED 1Hr APART
WATTLE WITH POLYACRYLAMIOE (PAM) 457 10 WATTLE WITH POLYACRYLAMIDE (PAM) 457 10
4 I FLOATING SILT (TURBIDITY) CURTAIN 25 AIM
WT M SCAM
° l( Kw. a restweeyo
i
PREPARED IN THE OFFICE OF CLIENT •••,••........q„'• 01/03/13 PROJECT
Kimley -Horn CITY OF GREENSBORO -�K SOUTH BUFFALO CREEK HABITAT
sr •. 6hBOiG I - H1+
AND WATER QUALITY
°"" °� "�°� End Associates Inc. „TEE a.� IMPROVEMENT PROJECT PHASE I
•+r P.P.» EROSION AND SEDIMENT `= 0
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012137004 a AA
• I

IIIIIIIIIIIE
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TEMPORARY STREAM CROSSING /FORD 2's
Ow TO SCALE
S1T FENCE LOCATED
AROLM PERIMETER OF
TEMPORARY SIOC*n E
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•
RAN vow
STOCKPILE DIMENSIONS
ILNGTH I WIDTH I HEIGHT I SLOPE , ISLOPIE 2
!STOCKPILE A au, 1 80' 110' MAXI&I MAIL VkI MAX
TEMPORARY STOCKPILE 2
NOT 70 SCALE
Ii TO If SPD(ES
EVERY 2 FT
VARY TIER SUE GRIP DRAG CHAIN
UNEVEN SURFACE FOR
IMPROVED TRACTION
CHOOSE TO®ER WITH 9g
AND SIRENGIN TO SUPPORT
SECTION A -A IRON EOLnPMEMT
�S OGES EVERY 2 FT
LENGTH AS NEEDED
MIOTN AS NEEDED
STAGGERED ENDS
1 0' ION
t0 GRIP BANx
(A THREADED ROD
SUGGESTED HARDWOOD
ON OUTER SUPPORT
EVERY 3 FT
1 BELOW BA100ULL DEPTH
I-SIREAM
1 PREDRILL Alm I SET 3/4' THREADED SIM RODS
EVERY 3' AND SECURE MTN AT LEAST ONE NUT
2 INDIVIDUAL DIVIDUAL TIMBERS TOGETHER EVERY r WITH
,r MILL
I!• TO ,r BARN SPIKES
STREAM
CHANNEL BRIDGE MAT
14
_ _Z. - H y��
- �� %� - -Oh
y SURFACE FLOW
+ 'H1
_ _ •/
DIVERSION
SPILLWAY SHALL
BE 1 MIN.
BELOW TOP OF
CHECK DAM
2 MAX
GE7:1 SIREAMBANK BROW MAT
1 RECOIGE SUPPORT
A 1/4 MPPOET
A r -X Tw
SURFACE FLOW BASE FLOW AVERAGE FLOW
011ER9O1 DIVERSION
TYPICALDTIMBER MAT
N TO SCALE
:1X1
�701` — FIEVA TW]N - STdtYNAIER as -1
----------sTONE DESIGN OF SPILLWAYS = SLOPE
DRAINAGE AREA WEIR LENGTH' n RIP -RAP
(ACRES) (FT)
1 40
3 a$ SIDE VIEW
4 10.0
S 120
1 DIMENSIONS SHOWN ARE 2.0
l DOSTNG SLOPES 1
VARIES NOTE
. HEIGHT ! WIDTH DETERMINED BY
DUSTING TOPOGRAPHY AND
SEOYEIT STORAGE REQUIRED
V ; • �' �'~ I I (EYED RP RAP OR FOR DAY
STTABILZARON.
— — Q WASHED STOW
FRONT VIEW
TEMPORARY ROCK CHECK DAM 2
NOT TO SCALE
SPILLWAY-W MIL
- ...- 2/3 STREAM WIDTH TOP L E IEIX D
LL AY
SHA1 YIN.
LE
BELOW LEVEL of
LOWEST BANK
,r MN.
18' MAX
A
I B ~N RAN I
IN- STREAM ROCK SI
L -3101
cell eem - PIY ma
E PREPARED N THE OFFICE OF CLIENT , " °• ••
PROJECT
0 03/13
1
Klmley -Horn CITY OF GREENSBORO �a� SOUTH BUFFALO CREEK HABITAT
f �N AND WATER QUALITY TITLE
C=F..j..jn.(d Associates Inc. Imo" IMPROVEMENT PROJECT PHASE 1
a2 ODA- nr o[o® Wr
9b —wo P—tw 1 = b 1n1-�^ T '"' P.O BOX 33068 - RALBC>IFf4 vex -3ose EROSION AND SEDIMENT oeo ,,.. e',=
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1 0' ION
1 BELOW BA100ULL DEPTH
I-SIREAM
BED ELEVATION
,r MILL
Ir MAX
SEC M A -A
NOT TO SCALE
Y IBL
SPILLWAY SHALL
BE 1 MIN.
BELOW TOP OF
CHECK DAM
2 MAX
If
noW,
L °31(H1
H
1
SIDE EWR -W SIDE:
GRADARON OF CLASS A AND B RP -RAP
BECWN �B
1�
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A
I B ~N RAN I
IN- STREAM ROCK SI
L -3101
cell eem - PIY ma
E PREPARED N THE OFFICE OF CLIENT , " °• ••
PROJECT
0 03/13
1
Klmley -Horn CITY OF GREENSBORO �a� SOUTH BUFFALO CREEK HABITAT
f �N AND WATER QUALITY TITLE
C=F..j..jn.(d Associates Inc. Imo" IMPROVEMENT PROJECT PHASE 1
a2 ODA- nr o[o® Wr
9b —wo P—tw 1 = b 1n1-�^ T '"' P.O BOX 33068 - RALBC>IFf4 vex -3ose EROSION AND SEDIMENT oeo ,,.. e',=
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g,�,' 012137004 0

• a° TOP OF BERM 1077
F COMPACTED BERM OOIP 20' IODMI
�1� AtlAmIW STRAPS
STANDARD PROCTOR. I I 1B CHANNEL DEPTH kAND- O DIET StltEDI ACCESSIBLE 7NR0001 DOOR M07M SKIMMER b 70 BE A SURFACE
OOIMISLOPE E>OSIINC 13 FREE BOARD VENT BIP 9OIEIt OR APPROVED
•
GROUND, STEEP CUT - _ - 061AW OIMFR90N BERM IF' SCREEN IOET 2 BARREL PIPE 910111E 8E Sl2ID DEVICIL
S SLOPE OR F01 SLOPE. NOID-OONI STAKES 14 TOES THE DEPTH OF
IIPSLOPE FXbIING .{ {• WATER WITH A MINIMUM LENGTH
1 21 SIDE ��E,S'�� E Bog. 21 g • 21 D2 OF 6.0' So THE DIET CAN BE
n SLOPES. MAX CIAgEl BOTTOM SLOE DRAIN TO BE BUILT V;.V I - -(TT T PULLED ORt MADftEIANCE.
MTN -RO' MIDDM STABLIZE DIVERSION BERM PER THE NORTH CAROLINA T
M -1�III III
�...-.. gIDDI AND t' r•n EROSION AND- SEDOEMT �,....... - i
2 10—) C�` \C \` \:���`�`•���`• �•�\•\����:� I — III —III —I END. CT10N TION
—ly TO OUTLET PIPER
r-" -SEC-71M]
HAND-COMPACTED RI ou1lET Fd'E aN
RISER
r BOTTOM WIDTH - LEVEL FILL (AND) B B Sklmmer9ti Table
Y MK 1L� Standard lengM Width PVCRoat Vent Inlet EXterdion Barrel Pipe Flexible NOSe Alale Outlet Coupllrlg Corm.
'/i TOP OF INVERSION I- D7
Site Gamete Diameter Diameter Diameter Diameter Fitting Diem Diem.
DIVERSION d PIPE 40 SOLD PVC BARREL (in) In in In in (in) in in In
PPE INCLUDED LONGER THAN 9DNL
NATURAL GROUND • ; i'i %• % %'� j NOT LICLUDFD NTH 9010ER LS ]6.0 160 20 LO Norm LS LS LS 0.0
.f�; x1 SUPPLIED BY 097E 20 ED Zlo 25 LO 20 LS LS 20 a0
STABIIZE DIVERS BERM ' ' / ! ' ti 1 -I 1
OIANOEl NTII TEMPORARY IIPSLDPE OUTING GROUND. OIYFR9p1 CHANNEL - -- - - -- - M,A,�.COMPACgp 25 2A0 29.0 25 15 25 LS LS LS a0
MATTING SE (� PRER O ECf paTpE, SLOPE - - - -• - - - - A ISM1D OF D6£T 30 29.0 29.0 30 LO 30 20 20 20 4 0
0.0 33.0 330 a0 20 40 30 30 30 0.0
CONTROL MATER) a9aN PLAN SECTION 8-B PLAN y�yy So 40. 1 40.0 &O 1 20 s.o 4,0 HO ao 60
60 470 470 60 20 60 SO SA SO 60
8.0 ®.0 80.0 LO 20 60 60 60 60 &0
DIVERSION BERM e TEMPORARY SLOPE DRAIN STANDARD NOT SKIMMER DETAIL 27
NOT TO SCALE Z % NOT SCALE 2 %
CLEM OUT MARKER
BASIN INLET PR07ECMON
RIP RAP DbSPATOR PAD WOODEN STAKE W TH
SEE TABLE FOR DIMENSIONS OIT ELEVATION TOP OF STORAGE AREA SKIMMER BASIN DATA TABLE
IENP'7H(U) X I6DTH(WQ X DEPTH" 70P OF BERM PRIMARY 9'ILWAY SE7t DATA TABLE SKS-1 SX64
• STEEL FENCE POST ELEVATION INVERT ELEVATOR FOR F1EVA710N. BASIN DATA
TOP OF EARTHEN BERM E�O� SEE DATA TABLE FOR SIZE , M FABRIC TAG REOUIRED SURFACE AREA 2,162 SF 1878 SF
PROTECT NOR WIN h�5� AND DETAQ.® PRMIDED SURFACE AREA 2.989 SF 2491 SF
NONWOVEN CEO I AND C06t EIDER NET'1IN0. TYP
FILTER FABRIC AND BASIN BOTTOM ELEVATION 733 0 FT 732 FT
RIP RAP (SEE TABLE W]R IS BASIN STORAGE ELEVATION 7380 FT 7365 FT
FOR SIZES) f .. TOP OF BERM ELEVATION 737 5 FT 737 0 FT
• BOTTOM ANCHORED $ BASIN LENGTH (LL 90 FT 95 FT
WITH STAPLES G .f, Z� n i '� INLET 'ice BASIN WmiFl 30 FT 27 FT
FILTER FABRIC (1510 E (TSTC) ° (25Th (SSIG) LENGTH WIGTH PATIO 9 35
RIP RAP - 0{7TLEf.AI06Eli m SmESLOPE 9 1 3 1
5 THICKNESS - -- STORAGE DEPTH 3.00 F7' 3 G FT
V} (Kd) RE:OIAREDAroLLDME . CF a CF
FRONDED VOLUME 8.084 CF 4 753 CF
OLIET ZONE 2ND CELL 1ST CELL I LET ZONE CIEANOUf ELEVA7gN 7TH 8 FT 7341 FT
BAFFLE LE7107N BAFFLE LENGTH BAFFLE LENGTH BAFFLE LENGTH
BARREL - DUVALL TO SKWMER CURET DATA
(Lt SKIMMER DIAMETER
15M 15 IN
RIP RAP E DtSSPA7DR
OBA PAD OUTLET BARREL DIAMETER 4 IN 4 IN
d' 7REIITYENT SURFACE SEE TABLE FOR DIYET490N5
AREA (SA) AT STORAGE DEPTH LENG"Ld) X WIDTH(01) X DEPTH(D4 SKIMMER BASIN CROSS SECTION BARREL N N. PVC PVC
BARREL INVERT T IL 733 0 FT 73250 FT
� BARREL KNERT our 7320 Fr 79200 FT
J117E NETTING BARREL LENGTH 04 ET 52 FT
ANCHOR BOA' NT' STAPLES 0.5 FOOT BARREL SLOPE 119% 096 %
10 FOOT MIL DIS.SIPATOR PAD RP RAP peas A Gass A
'
MIN. IRE WEIR NTH RIP RAP 5 FT 5
JUTE BAFFLES WITH STEEL POSTS, —1 SEE TABLE FOR SIZE AND DEPTH (Wd) NTH MN9 9 FT 3 FT
WAN N IRE FABRIC BAOO/c AND COW RIP RAP THCKNESSS 12 IN 12 IN
FIBER NETTING. TOP OF BERM DIET PROTECTION
( DETAIL)e DISSINATOR PAD RIP RAP i pass 1 pasa 1
27 RP RAP LENGTH 18 FT 18 FT
rf4� BARREL - DUVALL TO PRIMARY SPILLWAY NONWOVEN THICKNESS DITCH AND BURY WD1H 8 Fr I 8 FT
3 RIP RAP DISSPATOR PAD GEOTEXTIE („d) FILTER FABRIC EDGE RP RAP THICKWSSS 21 IN 2A IN
3 RIP RAPE FOR DIM PAD SEE TABLE FOR ONDISIONS FILTER FABRIC •Rift LENGTH (MIL 12- OF FABRIC) PRIMARY SPILLWAY
SEE TABLE FOR DIMENSIONS X EXTEND RP RAP BEYOND TOE ' INVERT ELEVATION 7380 FT 7355 FT
IDIGiN(Ld) X ND7N(Nd) X DEPT1KDd) OF EARTHEN BERM 70 LENGTH 'Ws• PIER LENGTH 8.5 FT 65 FT
0
SEE TABLE FOR DIMENSIONS PRIMARY SPILLWAY CROSS SECTION wER BmE SLOPE 3 1 3 1
PERSPECTIVE VIEW MAINTENANCE wVmTN sM aaas BSI FT cmas FT
1 DRIVE STEEL FENCE POST Al LEAST 18• INTO SOLID GROUND INSPECT AND EMPTY 9OMIE7t OF ALL M THE FACT PERIOD UI 9OD TO ON -KALIF RAWAU- T REMOVE DEPTH o AND RESTORE
DEPTH 18 IN 16 IN
TRAP 7D E III, rTL THAT IS RE IIIRFI THE 9ROENT HAS DISPOSAL. REAL R ONE -HALT' THE DESIGN DEPTH OF 11E TRAP
FLE ZgNE
2 WOOD POST ARE NOT ACLEPTABIE PLACE THE SEDIMENT TUT b RE110YED IN A D ®CRATED D19'OSAL AREA IHPAOt NETTING. DO.ET IDIIE LENGTH L7 Fi 92 FT
n CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING PERIODICALLY CHECK THE OEPTH OF THE SPILLWAY TO ENSURE 1ST CELL LENGTH 25 FT 23 Ff
3 CONNECT SKOIIEIt TO OU1lLT BARREL WITH NOSE PER DIGGER DETAIL 1F05 9ffET R IS A MIIYUM OF 1.5 FEET BELOW THE LOW PONT OF THE EMBANKMENT IMMEDIATELY FILL ANY SETTLEMENT OF THE 2 EoML NGTH L.T) I 25 FT I 29 FT
i 4. USE FOR DRAINAGE AREAS NOT D%CEEDIM. 10 (TEN) ACRES EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY RP RAP CSPLACED FROM THE SPILLWAY MUST BE REPLACED IM ICARLIET MME LENGTH 15 FT 11 FT
S EARTH BERM SHALL BE STAMM • /SEEDING ACCORDING TD THE TECHNICAL SPECOTCAl10NS STAMM THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SFDIENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION NTH SEEDING
U
SKIMMER BASIN r4
NOT TO SCALE Z 7
s �'� KM1Mw •hare below
Call beFKre y- ®y
PREPARED IN THE OFRCE OF CLIENT
3 Kimley -Horn CITY OF GREENSBORO '' ° � -/ &, PR SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
„enq Associates Inc. TITLE SJM IMPROVEMENT PROJECT PHASE I
0 ICY a. aLVmo• IMiL Iw- sr om® T` f ��
x •� `. "P .`°"` :. a ..rte .„„b„a�5„ 33M - RALenr� NoRrr(c 27635-3ose EROSION AND SEDIMENT ` oo �e1. oe ,
CGPPW �..� L Id»nr 1.1K.., „� • A...�... - rHMe (9 9) en-zaoo FAX (M) 6" -2M CONTROL DETAILS ! fir• 0, 2"; 7004 we CONSTRUCTION
A- Wtq kw- 213 NO LICERM F-0102 0
t+RV a li l KJIV MATTING (SEE PIIQECT sFECIAL
CONTROL M FOR EROSION
CONTROL MATTING)
I I !=1 I I- "'- I i— III —III STRUCTURE DIMENSIONS
I I', I I —I_ i a I I -I I I- m laoo'
I6Ef CROSS D2 175
CORRUGATED PLASTIC PPE _I i I PEE DS 400'
SECTION A -A D4 600•
PVC FLOAT
DONtSLOPE
GROUND. SW FILL SOPET i �� �� � COMPACTED BERM
SL
—_ 1
STABILIZE
30' YOE XX1100 LONG pw I I =I1 I 06
X 27 DEPTH OF CLASS
THREADED MANE CLAMPS. E
ON OUTLET 00
1 AND B RP RAP ON it 07 0.2.4'
FiLIER FABRIC r I— A
I - PEE 92E 1S
\
2 10—) C�` \C \` \:���`�`•���`• �•�\•\����:� I — III —III —I END. CT10N TION
—ly TO OUTLET PIPER
r-" -SEC-71M]
HAND-COMPACTED RI ou1lET Fd'E aN
RISER
r BOTTOM WIDTH - LEVEL FILL (AND) B B Sklmmer9ti Table
Y MK 1L� Standard lengM Width PVCRoat Vent Inlet EXterdion Barrel Pipe Flexible NOSe Alale Outlet Coupllrlg Corm.
'/i TOP OF INVERSION I- D7
Site Gamete Diameter Diameter Diameter Diameter Fitting Diem Diem.
DIVERSION d PIPE 40 SOLD PVC BARREL (in) In in In in (in) in in In
PPE INCLUDED LONGER THAN 9DNL
NATURAL GROUND • ; i'i %• % %'� j NOT LICLUDFD NTH 9010ER LS ]6.0 160 20 LO Norm LS LS LS 0.0
.f�; x1 SUPPLIED BY 097E 20 ED Zlo 25 LO 20 LS LS 20 a0
STABIIZE DIVERS BERM ' ' / ! ' ti 1 -I 1
OIANOEl NTII TEMPORARY IIPSLDPE OUTING GROUND. OIYFR9p1 CHANNEL - -- - - -- - M,A,�.COMPACgp 25 2A0 29.0 25 15 25 LS LS LS a0
MATTING SE (� PRER O ECf paTpE, SLOPE - - - -• - - - - A ISM1D OF D6£T 30 29.0 29.0 30 LO 30 20 20 20 4 0
0.0 33.0 330 a0 20 40 30 30 30 0.0
CONTROL MATER) a9aN PLAN SECTION 8-B PLAN y�yy So 40. 1 40.0 &O 1 20 s.o 4,0 HO ao 60
60 470 470 60 20 60 SO SA SO 60
8.0 ®.0 80.0 LO 20 60 60 60 60 &0
DIVERSION BERM e TEMPORARY SLOPE DRAIN STANDARD NOT SKIMMER DETAIL 27
NOT TO SCALE Z % NOT SCALE 2 %
CLEM OUT MARKER
BASIN INLET PR07ECMON
RIP RAP DbSPATOR PAD WOODEN STAKE W TH
SEE TABLE FOR DIMENSIONS OIT ELEVATION TOP OF STORAGE AREA SKIMMER BASIN DATA TABLE
IENP'7H(U) X I6DTH(WQ X DEPTH" 70P OF BERM PRIMARY 9'ILWAY SE7t DATA TABLE SKS-1 SX64
• STEEL FENCE POST ELEVATION INVERT ELEVATOR FOR F1EVA710N. BASIN DATA
TOP OF EARTHEN BERM E�O� SEE DATA TABLE FOR SIZE , M FABRIC TAG REOUIRED SURFACE AREA 2,162 SF 1878 SF
PROTECT NOR WIN h�5� AND DETAQ.® PRMIDED SURFACE AREA 2.989 SF 2491 SF
NONWOVEN CEO I AND C06t EIDER NET'1IN0. TYP
FILTER FABRIC AND BASIN BOTTOM ELEVATION 733 0 FT 732 FT
RIP RAP (SEE TABLE W]R IS BASIN STORAGE ELEVATION 7380 FT 7365 FT
FOR SIZES) f .. TOP OF BERM ELEVATION 737 5 FT 737 0 FT
• BOTTOM ANCHORED $ BASIN LENGTH (LL 90 FT 95 FT
WITH STAPLES G .f, Z� n i '� INLET 'ice BASIN WmiFl 30 FT 27 FT
FILTER FABRIC (1510 E (TSTC) ° (25Th (SSIG) LENGTH WIGTH PATIO 9 35
RIP RAP - 0{7TLEf.AI06Eli m SmESLOPE 9 1 3 1
5 THICKNESS - -- STORAGE DEPTH 3.00 F7' 3 G FT
V} (Kd) RE:OIAREDAroLLDME . CF a CF
FRONDED VOLUME 8.084 CF 4 753 CF
OLIET ZONE 2ND CELL 1ST CELL I LET ZONE CIEANOUf ELEVA7gN 7TH 8 FT 7341 FT
BAFFLE LE7107N BAFFLE LENGTH BAFFLE LENGTH BAFFLE LENGTH
BARREL - DUVALL TO SKWMER CURET DATA
(Lt SKIMMER DIAMETER
15M 15 IN
RIP RAP E DtSSPA7DR
OBA PAD OUTLET BARREL DIAMETER 4 IN 4 IN
d' 7REIITYENT SURFACE SEE TABLE FOR DIYET490N5
AREA (SA) AT STORAGE DEPTH LENG"Ld) X WIDTH(01) X DEPTH(D4 SKIMMER BASIN CROSS SECTION BARREL N N. PVC PVC
BARREL INVERT T IL 733 0 FT 73250 FT
� BARREL KNERT our 7320 Fr 79200 FT
J117E NETTING BARREL LENGTH 04 ET 52 FT
ANCHOR BOA' NT' STAPLES 0.5 FOOT BARREL SLOPE 119% 096 %
10 FOOT MIL DIS.SIPATOR PAD RP RAP peas A Gass A
'
MIN. IRE WEIR NTH RIP RAP 5 FT 5
JUTE BAFFLES WITH STEEL POSTS, —1 SEE TABLE FOR SIZE AND DEPTH (Wd) NTH MN9 9 FT 3 FT
WAN N IRE FABRIC BAOO/c AND COW RIP RAP THCKNESSS 12 IN 12 IN
FIBER NETTING. TOP OF BERM DIET PROTECTION
( DETAIL)e DISSINATOR PAD RIP RAP i pass 1 pasa 1
27 RP RAP LENGTH 18 FT 18 FT
rf4� BARREL - DUVALL TO PRIMARY SPILLWAY NONWOVEN THICKNESS DITCH AND BURY WD1H 8 Fr I 8 FT
3 RIP RAP DISSPATOR PAD GEOTEXTIE („d) FILTER FABRIC EDGE RP RAP THICKWSSS 21 IN 2A IN
3 RIP RAPE FOR DIM PAD SEE TABLE FOR ONDISIONS FILTER FABRIC •Rift LENGTH (MIL 12- OF FABRIC) PRIMARY SPILLWAY
SEE TABLE FOR DIMENSIONS X EXTEND RP RAP BEYOND TOE ' INVERT ELEVATION 7380 FT 7355 FT
IDIGiN(Ld) X ND7N(Nd) X DEPT1KDd) OF EARTHEN BERM 70 LENGTH 'Ws• PIER LENGTH 8.5 FT 65 FT
0
SEE TABLE FOR DIMENSIONS PRIMARY SPILLWAY CROSS SECTION wER BmE SLOPE 3 1 3 1
PERSPECTIVE VIEW MAINTENANCE wVmTN sM aaas BSI FT cmas FT
1 DRIVE STEEL FENCE POST Al LEAST 18• INTO SOLID GROUND INSPECT AND EMPTY 9OMIE7t OF ALL M THE FACT PERIOD UI 9OD TO ON -KALIF RAWAU- T REMOVE DEPTH o AND RESTORE
DEPTH 18 IN 16 IN
TRAP 7D E III, rTL THAT IS RE IIIRFI THE 9ROENT HAS DISPOSAL. REAL R ONE -HALT' THE DESIGN DEPTH OF 11E TRAP
FLE ZgNE
2 WOOD POST ARE NOT ACLEPTABIE PLACE THE SEDIMENT TUT b RE110YED IN A D ®CRATED D19'OSAL AREA IHPAOt NETTING. DO.ET IDIIE LENGTH L7 Fi 92 FT
n CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING PERIODICALLY CHECK THE OEPTH OF THE SPILLWAY TO ENSURE 1ST CELL LENGTH 25 FT 23 Ff
3 CONNECT SKOIIEIt TO OU1lLT BARREL WITH NOSE PER DIGGER DETAIL 1F05 9ffET R IS A MIIYUM OF 1.5 FEET BELOW THE LOW PONT OF THE EMBANKMENT IMMEDIATELY FILL ANY SETTLEMENT OF THE 2 EoML NGTH L.T) I 25 FT I 29 FT
i 4. USE FOR DRAINAGE AREAS NOT D%CEEDIM. 10 (TEN) ACRES EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY RP RAP CSPLACED FROM THE SPILLWAY MUST BE REPLACED IM ICARLIET MME LENGTH 15 FT 11 FT
S EARTH BERM SHALL BE STAMM • /SEEDING ACCORDING TD THE TECHNICAL SPECOTCAl10NS STAMM THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SFDIENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION NTH SEEDING
U
SKIMMER BASIN r4
NOT TO SCALE Z 7
s �'� KM1Mw •hare below
Call beFKre y- ®y
PREPARED IN THE OFRCE OF CLIENT
3 Kimley -Horn CITY OF GREENSBORO '' ° � -/ &, PR SOUTH BUFFALO CREEK HABITAT
AND WATER QUALITY
„enq Associates Inc. TITLE SJM IMPROVEMENT PROJECT PHASE I
0 ICY a. aLVmo• IMiL Iw- sr om® T` f ��
x •� `. "P .`°"` :. a ..rte .„„b„a�5„ 33M - RALenr� NoRrr(c 27635-3ose EROSION AND SEDIMENT ` oo �e1. oe ,
CGPPW �..� L Id»nr 1.1K.., „� • A...�... - rHMe (9 9) en-zaoo FAX (M) 6" -2M CONTROL DETAILS ! fir• 0, 2"; 7004 we CONSTRUCTION
A- Wtq kw- 213 NO LICERM F-0102 0

•
IMPERVIOUS DOPE, TYP —� I
® a
I
DENATERNG PUMP
FOR SEDIMENT LADEN WATER
MTNN WCIX AREA
a
4
a =�
I
EDGE OF FLODRJWL
TYP
/a
DRY WORK AREA J \
TEMPORARY' SEIISIERF]®P \
BYPASS PIMP
WS AB am
I
a
I
a
I
a
I
a
I
a
I
a
I
a
I
a
Z INSTALL GEDTEXTI E DEIMATERDIC DOT BAO. AS APPROVED
S INSTALL BYPASS PUP AND DENATEIROIC PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
CONNECT DEIIATERDG PUMP TO fFATE7ODE DEOIATRING BAG.
4. PLACE UPSTREAM IMPERVIOUS OOE Atm/OR COPPER DAYS TO 90 ATE THE WORK AREAL BEG91
BYPASS PUPPING FOR STREAM PUNK ANOLRm OPFNATION.
S PLACE ooMISTEAM RYPQtMIS DIE FOR STEAM PUP AROUND OPERATWM. BEGIN
DAYS WOW G TIE ISOLATED WORK AREA. AREA TO BE DEBATE ED SHALL BE EQUAL TO ONE
DAYS
0. PERFORM STEAM REPAIR WORK IN AOCCHDANCE MTI THE PLANS
7 EXCAVATE ANY AOQWIA.ATED SILT AND DENATER BEFORE REMOVAL OF DPERVIOUS DOE'S AND/OR
COREt DAYS TE]IOIE ZOINIOUS ODES, COFFER DAY5. RAPS, AND TEMPORARY REIAIDLE
NOSE (DOWIISIREAl1 ILPQtN0115 ODES COFFER DAY FIIST}
S PUMP AROUND AREA 7D BE STABILIZED NTH MATTING AT THE FIND OF EACH WORK DAY THE
ILIPETAADUS oDE IOGTIOIS AS SHORN ON THIS 9EET ONLY SIM THE UPPER AND LOWER
EXTFM F WORK FOR EACLI STREAM SEGMENT THE CONTRACTOR IS RESPONSIBLE FOR
DEIFAImmIG THE LOCATION OF THE I PERVmUS DOE(S) FOR EACH DAYS WORK
9 REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DART BAG STA&LIM
STREAM WE3Te1oN AID PEnp ARO110 GENERAL NOTES
L ALL HMBTROM EXCAVATION AID STRUCTURE INSTALLATION 6ILA.L BE PERFOR® N ONLY DRY OR
ISOLATED SECTIONS OF GuNEL
Z CONTRACTOR 914LL USE A 'BIJBR DAP' FOR ALL PULP -AROU O WORK ASSOCIATED WON THIS
PROJECT
3. IMPERMOUS DIKES OR COFFER DAMS ARE TO E USED TO ISOLATE WORK FROM STREAM FLOW MIEN
NECESSARY
4, MAINTENANCE OF STREAM FLOW WM706 SHALL E INCIDENTAL TO THE WORK THIS INCUDES
PUMPS AND HOSES
S GRADED STREAM BAIOIS SNALL E STABINZEDJ WITM MATING, PRDR 70 PREDICTED RAN FALL
EVENTS, UNLESS ALL RAIN EVENT FiDN CAN E PUMPED AROIAD FOR PREDICTED EVENT
L PUMPS AND NOSES SHALL E OF SUFFICIENT SIZE TO DENATER THE wow AREA
7 REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES
p DAILY STABILIZED B THE AREA m E
STABIVARY BY THE END T THE O
ARE VARY IN SIZE FROM IOTA. NDRK
2 AREA
2
\ � STREAM
FA\
FP
EXAMPLE OF PUMP - AROUND
NOT TO SCALE
TOP OF QUIRWOU5
on
FLOW A
PONIED A
—� WATER AREA
PLATE UPSTREAM SIDE PLAN VEW
OF IMPERVIOUS ODE VM
OT RP ZNON- ERaXSE
MATERIAL. T FOOT THUG
HEIGHT -
1/Y BID, DEPTH MIN.
OR VISE+ 10
I
TRENCH N FABRIC -
UK 1 FOOT
FILTER FABRIC PER -
SPECLFICATDNS
ae a..+ Her
KAmI.rNOn
eAPFHy,I KYn
TOP WIDTH PLATE NTH IIPEIrMUS
IV MK POLYEIW Lm
z MAX ME BRAKE, m m
1+ THICK
DRY WORK
AEA
EXISTING STREAM BED
CLASS I RP RAP. NEW JERSEY BARRIER OR
07NM APPROVED
NON-ERODIBLE MATERIAL
GEMON A -A
IMPERVIOUS DIKE 4
NOT TO SCALE
i
i
i
N
TOE OF BAIKTYP
STREAM BANK, TYP
MINIMUM REOARED BASE
FLOW TRUTH FROM TOE
OF BANK SLOPE
I vp a F1.000aDL
A
I�! GEOTEXIIE DENATERNG
DIRT BAD WITH STABILIZED
TDB OUTLET
a
rI a COFFER DAY. TYP
1
FILL PORT " CAP
INTERNAL STABLaATION BAFTE
FILL PIPE
DRY WOOF MIN COFFER
AREA HEIGHT - 4 0'
a
OR smDomNT LADEN WATER EXISTING STREAM
I
"THIN N WORN( AREA UP
1 I 1 a
I � II
1 a
I
I
AILY CONSTRICTION AREA 70 BE
STABILIZED BY THE ETD OF THE DAY
MAY VARY IN SIZE FROM TOTAL WORK
1 AREA
j FAQ FA
\ AREA roe
PLOW
\
roe�
WATER SURFACE
STREAM BASE�FLINI. DIVERTED
7 0 MIN OFFSET
WID7H FROM BANK
MUSE OF DIVERTED
FLOW AT
754 OF DAY HEI R
DRAIN
WTIH CAP
MIN COFFER
WIDTH - 90
INTERNAL
OEOMODE DEWATEROIG
STAEDUZABATTION
m DIRT BAG VON STABILM
I
® OUTLET
FILL POT
MAN �,
n
c — PUMP RET
97H ENERGY
DISSIPA TOf. TYP +�
® I
n
IMPERVIOUS DOPE, TYP —� I
® a
I
DENATERNG PUMP
FOR SEDIMENT LADEN WATER
MTNN WCIX AREA
a
4
a =�
I
EDGE OF FLODRJWL
TYP
/a
DRY WORK AREA J \
TEMPORARY' SEIISIERF]®P \
BYPASS PIMP
WS AB am
I
a
I
a
I
a
I
a
I
a
I
a
I
a
I
a
Z INSTALL GEDTEXTI E DEIMATERDIC DOT BAO. AS APPROVED
S INSTALL BYPASS PUP AND DENATEIROIC PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
CONNECT DEIIATERDG PUMP TO fFATE7ODE DEOIATRING BAG.
4. PLACE UPSTREAM IMPERVIOUS OOE Atm/OR COPPER DAYS TO 90 ATE THE WORK AREAL BEG91
BYPASS PUPPING FOR STREAM PUNK ANOLRm OPFNATION.
S PLACE ooMISTEAM RYPQtMIS DIE FOR STEAM PUP AROUND OPERATWM. BEGIN
DAYS WOW G TIE ISOLATED WORK AREA. AREA TO BE DEBATE ED SHALL BE EQUAL TO ONE
DAYS
0. PERFORM STEAM REPAIR WORK IN AOCCHDANCE MTI THE PLANS
7 EXCAVATE ANY AOQWIA.ATED SILT AND DENATER BEFORE REMOVAL OF DPERVIOUS DOE'S AND/OR
COREt DAYS TE]IOIE ZOINIOUS ODES, COFFER DAY5. RAPS, AND TEMPORARY REIAIDLE
NOSE (DOWIISIREAl1 ILPQtN0115 ODES COFFER DAY FIIST}
S PUMP AROUND AREA 7D BE STABILIZED NTH MATTING AT THE FIND OF EACH WORK DAY THE
ILIPETAADUS oDE IOGTIOIS AS SHORN ON THIS 9EET ONLY SIM THE UPPER AND LOWER
EXTFM F WORK FOR EACLI STREAM SEGMENT THE CONTRACTOR IS RESPONSIBLE FOR
DEIFAImmIG THE LOCATION OF THE I PERVmUS DOE(S) FOR EACH DAYS WORK
9 REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DART BAG STA&LIM
STREAM WE3Te1oN AID PEnp ARO110 GENERAL NOTES
L ALL HMBTROM EXCAVATION AID STRUCTURE INSTALLATION 6ILA.L BE PERFOR® N ONLY DRY OR
ISOLATED SECTIONS OF GuNEL
Z CONTRACTOR 914LL USE A 'BIJBR DAP' FOR ALL PULP -AROU O WORK ASSOCIATED WON THIS
PROJECT
3. IMPERMOUS DIKES OR COFFER DAMS ARE TO E USED TO ISOLATE WORK FROM STREAM FLOW MIEN
NECESSARY
4, MAINTENANCE OF STREAM FLOW WM706 SHALL E INCIDENTAL TO THE WORK THIS INCUDES
PUMPS AND HOSES
S GRADED STREAM BAIOIS SNALL E STABINZEDJ WITM MATING, PRDR 70 PREDICTED RAN FALL
EVENTS, UNLESS ALL RAIN EVENT FiDN CAN E PUMPED AROIAD FOR PREDICTED EVENT
L PUMPS AND NOSES SHALL E OF SUFFICIENT SIZE TO DENATER THE wow AREA
7 REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES
p DAILY STABILIZED B THE AREA m E
STABIVARY BY THE END T THE O
ARE VARY IN SIZE FROM IOTA. NDRK
2 AREA
2
\ � STREAM
FA\
FP
EXAMPLE OF PUMP - AROUND
NOT TO SCALE
TOP OF QUIRWOU5
on
FLOW A
PONIED A
—� WATER AREA
PLATE UPSTREAM SIDE PLAN VEW
OF IMPERVIOUS ODE VM
OT RP ZNON- ERaXSE
MATERIAL. T FOOT THUG
HEIGHT -
1/Y BID, DEPTH MIN.
OR VISE+ 10
I
TRENCH N FABRIC -
UK 1 FOOT
FILTER FABRIC PER -
SPECLFICATDNS
ae a..+ Her
KAmI.rNOn
eAPFHy,I KYn
TOP WIDTH PLATE NTH IIPEIrMUS
IV MK POLYEIW Lm
z MAX ME BRAKE, m m
1+ THICK
DRY WORK
AEA
EXISTING STREAM BED
CLASS I RP RAP. NEW JERSEY BARRIER OR
07NM APPROVED
NON-ERODIBLE MATERIAL
GEMON A -A
IMPERVIOUS DIKE 4
NOT TO SCALE
i
i
i
N
TOE OF BAIKTYP
STREAM BANK, TYP
MINIMUM REOARED BASE
FLOW TRUTH FROM TOE
OF BANK SLOPE
I vp a F1.000aDL
A
I�! GEOTEXIIE DENATERNG
DIRT BAD WITH STABILIZED
TDB OUTLET
a
rI a COFFER DAY. TYP
1
FILL PORT " CAP
INTERNAL STABLaATION BAFTE
FILL PIPE
DRY WOOF MIN COFFER
AREA HEIGHT - 4 0'
a
OR smDomNT LADEN WATER EXISTING STREAM
I
"THIN N WORN( AREA UP
1 I 1 a
I � II
1 a
I
I
AILY CONSTRICTION AREA 70 BE
STABILIZED BY THE ETD OF THE DAY
MAY VARY IN SIZE FROM TOTAL WORK
1 AREA
j FAQ FA
\ AREA roe
PLOW
\
roe�
WATER SURFACE
STREAM BASE�FLINI. DIVERTED
7 0 MIN OFFSET
WID7H FROM BANK
MUSE OF DIVERTED
FLOW AT
754 OF DAY HEI R
DRAIN
WTIH CAP
MIN COFFER
WIDTH - 90
INTERNAL
STAEDUZABATTION
FRONT ELEVATION
FILL POT
MAN �,
GOIFFM DAM THHMIL NOTES
1 A WATER -INFLATED TEMPORARY DAY. OR APPROVED EOIAL SHALL BE USED FOR THE COFFER
DAM
Z DYNAMIC WATER HEIGHT CONDITIONS SULL NOT EXCEED 754 OF THE PROPERLY FILLED HEIGHT OF
THE BARRIER. OR MANUFACTURER SPECIFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SDP DRAMINGS OR MANUFACRAER$ TECHNICAL
SPECIFICATIONS FOR THE COFFER DAL PRIOR TO CONSTRUCTION.
4. THERE SHOULD E A MOm1UM 7 0' OFFSET WIDTH BEIIEEN THE EDGE OF THE COFFER DAM AND
THE STREAM OR AM BA TO DIVERT THE STEAM BASE FLOW THE CONTRACTOR 94A1L INCREASE THIS
IIDTH AS NECESSARY TO INSURE THE SAFE PASSAGE OF STEAM WATERS AROUND THE WORK
AREA
LIFRNG LOOP (OPTIONAL)
LION EXAMPLE OF STREAM DIVERSION OPERATION e
p NOT TO SCALE rl p
28 0.S' LU
I
I� -
FILTER FABRC—I'
j!1 ��h W9r 6�ir WI
THERMAL SEAL J
DRAIN MTN CAR
FILL PORT WITH CAP
OR" WITH CAP —
SIDE ELEVATION
FILL PPE
L LIFTING LOOP ( OPTONAL)
PLAN VIEW
FILL PIPE
LIFTING I"
(OPTIONAL)
TNFRIIAL SEAL
DRAIN WITH CAP
EXAMPLE OF WATER FILLED COFFER DAM s
L
SEWN IN sPQUT o 0 0 0
PUMP
DISCHARE fil -- , IIO.SE ef�~IEYTI.F a Al .
HIGH STRENGTH J
STRAPPING FOR
SECURING G SPOUT TO — IENDTM GE
PUMP HOSE
8 V -ASV RAN
PLAN VIEW
M a s7 S W NCDOT
N STOW
0.5 LAYER OF 2*-3'
0
RP RAP H�
0
— — EEXI
31 ��OFEET�
NON -WOVEN FILTER FABRIC
STABILIZED OUTLET
SE NOTES 5-6
PREPARED IN THE OFFICE OF - --
Kimley -Horn
E—i PO �X end Associates, Inc.
I b M,t.w.M uNY. RALEMK NOFRH 27638 -3088
� -AA0" .m+., dlwPueue� as AaMHARwA by PH0fe [phone] FAX- [phone]
CITY OF GREENSBORO
EROSION AND SEDIMENT
CONTROL DETAILS
- WIDTH
RANGE
40 -1s0'
HIGH STRENGTH DO
STTCIED 'JF TYPE
SEAMS
1 GEOTE]OILE DEWATERINO DOT BAD DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRICTION OPERATIONS
Z THE CONTRACTOR SHALL E RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
=TEXTILE OEMIATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
1 THE CONTRACTOR SHALL INSURE THE DIRT BAG IS OF A SUFFICIENT SZE AND STRENGTH TO
PROPERLY DENATER THE PIMP HOSE DOt1UNT
4 DIRT BAG SHALL E REPLACED MIEN FULL OF SEDMENT OR MIEN FLOW THROUGH BAG IS LAOTED
BY SE0ENT AOOJYULATO.
S P GEOT NFILE DEWATERNG DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STEAM NO OUTLET IS ECHOED (P ETENRED� P CE070MLE EWATFROG DOT
BAG IS PLACED ON OISIURED SOL TEN A STABILIZED OUTLET/CHANNEL NEEDS TO E PROVIDED,
L THE STABILIZED OUTLET WILL E A MOAMUM OF 1 THICK AND CONSIST OF A WELL GRADED MIX OF
1' -6' RP RAP PER THE DOO]NSONS BELOW RACE FILTER FABRIC BETWEEN THE RP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET MIL EXTEND FROM THE SPECIAL STOJUNJ BASIN TO
THE BANK OF THE CHANNEL BELOW THE WOOL AEA
DERATERING �AASS NEEDED OUTLET
DIRT
DOT BAD TO E PLACED
ON 0.5 OF NCDOT N0. STREAM ftANC
57 STONE PROVIDE STABLUED
OUTLET 70 STEAM
SIDE VIEW tl1A1OEL
IRT BAG s
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01/03/13 PROJECT
SOUTH BUFFALO CREEK HABITAT
JK
AND WATER QUALITY
Sim IMPROVEMENT PROJECT PHASE I
TSJ
012137004 FOR CONSTRUCTION M97% AA

PROPOSED EROSION CONTROL LOEND EROSION CONTROL GENERAL NO
IN-STREAM AND a(XIGH EROSION CONTROL M AaIRES SITE EROSION CONTROL MEASURES.
-------- _ EXISTING MAJOR CONTOUR 1 TOTAL AREA DISTURBED - 110 ACRES. 1 THE PROJECT CO157RUC71CH AREA 6 LOCATED WITHIN AN ACTIVE ROOOPLAIN AND SUBJECT TO REGULAR FLOODING AS 1 SKIMMER DAMS. DIVERSION BEMIS DIVERSION DITCHES AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
2 SOIL r1PES: CHENAClA SANDY LOAM CH). ENON -URBAN LAND COMPLEX E.B 91GH. THE CONTRACTOR SHALL UNIT THE DALY WORK AREA ro A STREAM, RDOOPLNN AND SLOUGH CHANNEL SECTION CONSTRUCTED AS A FUM STEP N ANY CHID- �06R�IN. ACTIVITY AND SHALL BE MADE FUNC70M BEFORE U'SLOPE
____ -__ - -- ---- E1QS7OgT YDmR COIIrDI1R t ( } THAT CAN BE COMPLETELY CONSTRUCTED AND STABmm MAIN A SINGE DAY A COMPLETED AND STABIUM WORK LAND DISTURBANCE TAKES PLACE.
730 PROPOSED MAJOR CONTOUR
S REFER TO SHEET Z GENERAL NOTES. FOR THE PROJECT CONSTRUCTION SEQUENCE AREA SHALL BE AT FINAL GLADE WITH MATTING, TEMPORARY SEEDLING., AND/OR mq N PLACE. 2. AS CONSTRUCTION PROGRESSES. DIVERSION BERMS AND DITCHES SHALL BE RELOCATED AS NEEDED TO ENSURE THAT THE
4 THE CONiRAC7M SHALL BE FAMILIAR WITH THE EROSION AND SEDOIENT CONTROL REOUIm1E1TS OF THE DRAWINGS AS 2 N THE EVENT THAT THE WORK AREA CANNOT BE COMPLETED BY THE END OF THE WORK DAY THE CONTRACTOR SHALL ENTIRE UPSLCPE DISTURBED AREA IS COLLECTED FOR TREATMENT
731 PROPOSED MINOR CONTOUR WELL AS THE REQUIREMENTS SPECIFIED IN THE PROJECT SPECIAL DOIDITIOIS. BE RESPONSIBLE FOR PROVIDING ADDITIONAL STABILIZATION AND EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT
THE COMPLETED WORK FROM DAMAGE. ALL ADDITIONAL MEASURES MUST BE APPROVED BY THE ENGINEER. S AFTER STABILIZATION MEASURES SHALL BE APPLIED TO PROPOSED EROSION AND SEDIENT CONTROL STRUCTURES IWEDIATELY
�•-- PROPOSED LOOTS OF DISTURBANCE 3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED N ACCORDANCE NTH THE CITY OF 3, ALL WORK FOR THE STREAM SHALL BE PERFORMED FROM 71E STREAM GHANOIl BANK UNLESS A STREAM
--�- - PROPOSED TEMPORARY 91T FENCE® GREENSBORO STANDARD DETAILS AND NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS. BY- PASS /DIVERSION 6 ACTIVELY INSTALLED AND FLOWING WATER IS Br -PASSED OR DIVERTED AROUND THE WORK AREA 4 CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE PLANS AND SPECIFICATIONS.
& ALL CONSTRUCTION WORK SHALL BE N COMPLIANCE NTH REGULATIONS OF THE NATIONAL POLLUTANT OM04ARGE NO EQUIPYEM WILL BE ALLOWED TO OPERATE, AND NO LAND DISTURBANCE WILL BE ALLOWED WTHN 7ME LIVE STEAM _ _ _ _ _
PROPOSED TEMPORARY CONSTRUCTION EASEMENT ELIMINATION SYSTEM STDIIL HATER GENERAL PERMIT (NCGO0000} THE CONTRACTOR 9U11 BE RESPONSIBLE 4. WIDEN CRATING N THE CHANNEL OR GRADING THE CHANNEL BANKS BELOW THE HICK WATER YAWL THE CHANNEL FLOW S THE LENGTH TEMPORARY SILT FENCING LOCATIONS ARISE DURING COURSE OF CONSTRUCTION WHERE THE
FOR CCHWCIINC, AND ST1811177NG THE REWIRED SSEELLFF- INSPECTION REPORTS TO THE APPROPRIATE AGENCIES TEMPORARY SILT FENCE BECOMES OVERWIEUIED NTH OVERLAND FLOW AND FAGS THE CONTRACTOR SHALL REPAIR THESE
PROPOSED EXCAVATION DISPOSAL AREA P RRYC DOII r.: CAN BE FOUND IN THE PROJECT SPECIAL CONDITIONS. A MINIMUM. THE STREAM DIVERSION SYSTEM AREA USING THE STREAM DIVERSION SYSTEM SHALL UTILIZED FOR D - STREAM WOOL SHOWN N 1lESE DRAWINGS AT AREAS WITH SILT FENCE OUTET'
PROPOSED TREE PROTECTION FENCE 7 TIE CONTRACTOR SHALL MAINTAIN A RAIN GAUGE OHSIIE IN ACCORDANCE WITH THE NPDES GENERAL STORMWATER THESE AREAS SHOULD NOT BE CONSIDERED ALL-0MIUSM F WORK IS TO OCCUR N THE LIVE STREAM, THEN A STREAM
DIVERSION SYSTEM SHALL BE IMPLEMENTED a DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL
PfIRNIT AND SHALL IDiP A RECORD d' 71E DAILY RAINFALL A1101INT
PROPOSED COMBINATION TREE PROTECTION/SILT FENCE U MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO CONTROL EXCESS SEDIMENT AS DETERMINED BY THE ENGINEER
S COFFER DAYS SHALL BE INSTALLED IN SOUTH BUFFALO CREEK TO ISOLATE ALL IN- STREAM WOW AREAS PER DETAIL OR EROSION CONTROL INSPECTOR
DIVERSION SWMEA TMM ® 8 FOLLOWING APPROVAL E THE PROJECT 1 DAYS AFTER I CONTROL NS TETST ALL 7EOPOR A ER THE AND SEDIMENT CONTROL EROSION CONTROL MAINTENANCE.
MEASURES WALL BE REMOVED WITHIN SEDIMENT DAYS D TH DUST SITE SOL AREAS S AFTER THE TEMPORARY MEASURES a ROCX SILT CHECK DAYS OR SILT OWNST S SHALL BE O6TALLID DOFINSIREAY O ALL CONSRRUCTON 110TIK AREAS TO
ARE NO RY ME NEEDED ALL BE RMA AND THE DISTURBED, SON AREAS RESULTING FROM THE DISP09TION 6 1 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY RELOCATED WHEN AND AS
COIR FIBER WATTLE TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED ro PREVENT FURTHER EROSION AND SEDOENTAl1011, REDUCE SEDIMENT ENTERING 71E DOWNSTREAM CHANONEL
JUTE BAFFLE STAGING. STOCKPILES AND HA U1 ROAD AREAS: NECESSARY AND SHAD. BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL
GROUND COVER AND S17E STABILIZATION I AOM AS REe BE WATERED, FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ro OBTAIN A DENSE STAND OF GRASS
—� —� —
CONSTRUCTOR SEGUDKE BOUNDARY 1 SPECIFIED AREAS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN ESTABLISHED AS HAUL ROADS S TEMPORARY GROUND COVER: 1) FOR AN AREA NTH NO SLOPE, TEMPORARY GROUND COVER SHALL RE PROVIDED FOR 2 WOW SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
AND STAGING AREAS AND TEMPORARY 5AREAS A ONG T E P WITH AS N CESSARM, THE CARRY OUT THE MAY MODIFY THE AREA I' R HAS NOT BEEN DISTURBED FOR 14 DAYS 2) FOR AN AREA OF MODERATE SHAPE TEMPORARY GROUND IMMEDIATELY OR D CLEAN AND TRANSPORTED AT TH A SEDIMENT EACH
CONTROL DISPOSAL AREA STREET ED FROM SHE BE
PROPOSED TEMPORARY HALL ROAD THE PROPOSED LOCAl10N 6 STOCKPILE AREAS ALONG TO PROFIT AS NECESSARY ro CARRY WT TIE AY M ALL DISTURBED OIODIA7ELY AND LEANED THOROUGHLY AT THE END O' EACH DAY SEDIMENT SMALL BE REMOVED FROM THE ROADS BY
IE PORMY STOCKPILE AREAS MUST BE INSIDE THE LINTS OF CONSTRUCTION AND APPROVED BY THE DESIOIEL COVER SHALL BE PROVIDED F THE AREA HAS NOT BEEN FOR 10 DAYS MODERATE SLOPES IS DEFINED AS AN
ama � PROPOSED TEMPORARY COISIRLICTION pI1RANCE/ipT ® STOCKPILE AREAS SHOULD NOT BE LOCATED WT IM FORESTED AREAS SILT FENCE SHALL BE REQUIRED IN AREAS WHORE MINED AREA WITH 111E INCLINATION OF WHICH IS LESS THAN OR ERIK TO THREE (3) UNITS OF HORIZONTAL DISTANCE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
♦ LOOSE SOIL HAS EDEN PLACED IN THE STAGING AND STOCKPILING AREAS TO ONE (1) LINT VERTICAL DISTANCE (3:1)L 3) FOR AN AREA OF STEEP SLOPE, TEMPORARY OWUND COVER SHALL DE 3, WHEN A CONSTRUCT= ENTRANCE HAS BEEN COVERED NTH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
PROPOSED TIMBER WT ® PROVIDED FOR THE AREA F IT HAS NOT BEEN DISTURBED FOR A PERIOD OF SEVEN (� DAYS Snip SLOPE 15 DEFINED CONSTRUCTION TRAFFIC. R SHALL BE REPLACED NTH A DEPTH OF STOW ERIK TO THAT OF THE ORIGINAL APPUCAYIOK
2 IF ANY SOIL IS TRANSPORTED OFFSITE, R IS THE COF7RACTORS RESPONSIBILITY TO ENSURE THAT THIS ACTION IS AS AN INCIU ED AREA WITH THE INCLINATION OF WHICH IS GREATER THAN 3:1 SLOPE OR OTHERWISE REINSTALLED PER THE ORIGINAL APPLICATION.
PROPOSED TEMPORARY STREAM CROSSING W/ PIPE ® CONDUCTED IN A MANNER THAT IS CONSISTENT NTH THE APPROVED EROSION CONTROL PERMMT
® PROPOSED TEMPORARY STAGING AREA a PERMANENT CRGIm COVER FOR AN AREA a LAOVER S7URiNG ACTIVITY 7RE MAINE OUONG ALL BE HAVE BEEN AS { ALL DRAINAGE OTE TI DOWN ICES OF THE CONSTRUCTION WORK D AN SMALL U PROTECTED LEAN FROM NG IS HO
S EXCAVATED THE TEMPORARY POR SE STAGING AID STOCP¢ID IN AS TEMPORARY STAGING D W AND STOCKPILE AREAS BA COMPLETED. TEMPORARY CH PERMANENT ASE LATER (ROUND COVER SUFFICIENT A E RESTRAIN FN OSKI/I SHALL BE PRODDED AS 50011 INEFFECTIVE PROTECTION DEVICE SHALL SE IMMEDIATELY REPLACED AND THE DIET CLEANED FLUSHING 6 NOT AN
®� D1 -SREAY ROC( SILT DAM ® THE CONK A 71E NTH PAM STAGING AND THE DEDE AREAS COT ADJUSTED SHALL LL BE THE NSIB OF DISTURBANCE BY AS PRACTICABLE BUT N NO CASE LA7ER THAN SEVEN (» DAYS AFTER OOPLEROI OF GRADING, ACCEPTABLE YEM00 OF OFAK/NG
THE CONTRACTOR WITH PROR APPROVAL of THE DESIGNER THE CONTRACTOR SNARL BE RESPONSIBLE FOR INSTALLING
TREE M BE REMOVED APPROPRIATE STABLRATION MEASURES FOR THE STOCKPILE AREAS TO PREVENT EROSION AND SEDIMENTATION. 7 ALL AREAS STABILIffD WITH TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE MAINTAINED AND REPAIRED F 3. COIR FIBER MATTING SHALL BE MONITORED AND REPARED AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED COIR
ti AN ORSRE PERMANENT STOCPRE AREA HAS SEEM PROVIDED FOR THIS PROJECT ALL EXCESS GRADED MATERIAL SHALL RAN. WIND SIORYWATER OR FLOG) WATERS DISTURB OR WASH AWAY THE SEED AND/OR MULCH. FIBER YATRNG SMALL BE LAID IN SUCH A WAY THAT GOO) CONTACT NTH THE GROUND IS ESTABLISHED F GOOD
COFFER DAY ® CONTACT IS HOT ESTABLISHED. OR EROSION OCCURS UNDER THE COIR FIBER MATTING, THEN THE RANK 94ML BE
BE NAIAID ro 71E PERMANENT STOCKPILE AREA EXCESS GRADED MATERIAL 511ALL BE SPREAD N lli5 AND B. ALL DISTRBED AREAS W ICH ARE NOT OTHERWISE STABLIZED SHALL BE TOP SOLID AND SEEDED. TEMPORARILY OR REPAIED AND THE MATING RESi:CFRED
SILT CURTAIN
COPACIED IN THE ACCO DANCE WITH E PROJECT SPECIFICATIONS TO MEET THE GRADES DENOTED IN THE EROSION PERMANENTLY IN ACCORDANCE WITH ENE SPECIAL PROVISIONS AND THE PLANTING PLANS HEREIL PERMANENT SEEDING ® CONTROL PLAN 34 ETS
AND CRASS ESTABLISHMENT 6 REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE a SHORTIE THE SILT FENCE FABRIC COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE R PROMPTLY REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO REDUCE PRESSURE ON THE FENCE. AVOID UNDERmONG SILT FEND DATING
COUR FIBER MATTING APPLICATION S ALL MAUL (ROAD AND TEMPORARY 5TOLIPLE LOCATIONS ONSRE Wr BE ADJMISIED N THE FIELD TO PROTECT EXISTING CLEANCIT
® SIfN1ER �N®
C TREES LARGER THAN 6* LEARING CO MENCES. OBNL THE FINK STAKING OF THE HAUL ROADS SHALL BE APPROVED BY THE DESIGNER BEFORE 7 CHECK TEMPORARY ROCK SILT CHECK FOR EROSION. PIPING, AND ROOK DISPLACEMENT WEEKLY AND AFTER EVERY RAN
Xp - (PERVIOUS DOE FOR PUP AR011/m® EVER REMOVE SEDIMENT DEPOSITS, STRAW LAIRS AND DEEMS FROM BEHIND TEMPORARY ROCK SILT CHECK AS
i---� 1 NECESSARY TO PREVENT CHANNEL COf,'GW- ADD SLOES AS NECESSARY TO MAINTAIN DESIGN HEIGHT
1 DEWATERNG PUMP
8Nr£T 84 / N AfCdWIAIIIW 1LIRM THE N®N 610Ib1M AM etWIW61► CONTROL L 11P APINIOI/AL TI! P0L_ NML 1PRV
� SILT FENCE 47011E O/TLET ® I ` t ,
QGFATE[fLE DEWIAlFAI1G CURT BAG L 113PpyppB�BIBFNSiMIBR BEOOl018 RIBA 81MLL LI® NIIM l3q®II OOIE1110L IMTEMI PER
I ;, - I �`'� I a ALL THPORMY ROM GIBOL CAI® WALL IN OCNSTRYDIFD WREN A NWIEBtl NNIF GLOPIL
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IEPORARY SLOPE DRAIN P ; ,`� a ALL 0 ACCORDANCE DANC N ITIN BB COTETRUG7® PROM NwNalmeB W16BALD HBJM. RP RIP BARmM14 gONIOEIB
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//J l TEMPORARY EAML tN BLT FENCE GROUND BOWL lWI P MARL BETWEEN BIIBAIB NO ALL �IU® MBAB TINT 01111N TGBAIp THE
NJ - ...� / BIIBANE OIIL OIOLIO 00119L B R@WMNJS�
= ALL OOIElElO110M WIIRRI THE STREAM CNARBB 11ALL BE COMBIICTED N THE DIRT
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' SOUTH BUFFALO CREEK HABITAT
_ OtSPmw AND WATER QUALITY
Sim IMPROVEMENT PROJECT PHASE I
. O�C�• TSJ
0121377004 FOR CONSTRUCTION MA- AA

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FPROPOSED EROSION CONTROL LEGEND
- - - _-- - _ _ EXISIONG MAJOR CONTOUR
m - - - -e- - - - EX57M MINOR CONTOUR
790 PROPOSED MAJOR CONTOUR
6 731 PROPOSED MINOR CONTOUR
/ \ / LOD PROPOSED LOOTS OF D67URBANCE
\ ,3A Gp . 1� / T33 W PROPOSED TEMPORARY SILT FENCE
®
HE • PROPOSED TEMPORARY CONSTRUCTION EASEMENT
2 / PROPOSED EXCAVATION DISPOSAL AREA
PROPOSED TREE PROTECTION
FENCE
PROPOSED CMGMATION TREE PROTECT1011/9LT FENCE
DIVERSION SWALE/MW
—
Mv COIN FIBER RATTLE
JUTE BAFFLE
LARD
73• CONSTRUCTION SEQUENCE BOUNDARY
133 ! © PROPOSED TEMPORARY HALL ROAD
/ 9 / 9� ♦ / o o.o.�
„aP��__��//'�+ / {� , e� PROPOSED TD04RMY CONSTRUCTION ENTRANCEAM
735 y / / 133 m PROPOSED TOIBER MAT
/ 13T v 49 PROPOSED TEMPORARY STREAM GROSSING w/ PPE
® PROPOSED TEMPORARY STAGING AREA
%-dIP IN-STREAM ROCK SILT DAM
TREE BE REMOVED
COFFER R DAM
PIEDMONT CIdD( \ \ I \ \ // ` `.ALT pOtTAIN
COOt FIBER MATTING APPLICATION
® SImoMER eASN®
,32 ` <O ZP m - IMPERVIOUS DIKE FOR PUMP AROUND®
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\-T �T / SILT FENCE STOW OUTLET QD
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TYP
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EROSION CONTROL LEGEND
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PROPOSED MAJOR CONTOUR
751
PROPOSED NNW CONTOUR
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PROPOSED WM OF DISTURBANCE
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PROPOSED TEMPORARY SILT EENCE®
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PROPOSED TEMPORARY CONSTRUCTION EASEMENT
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PROPOSED TREE PROTECTION FENCE
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DIVERSION SWAIE/BERM
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CONSTRUCTON SEOUENM BOUNDARY
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PROPOSED TEMPORARY HAUL ROAD
PROPOSED TEMPORARY CONSTRUCTION E17RANLE/D/i®
PROPOSED TIMMER MAT
PROPOSED TEMPORARY STREAM CROSSING W/ PIPE
PROPOSED TEMPORARY STAGING AREA
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TEMPORARY ROCK CHEW DAM
EROSION AND SEDIMENT CONTROL SEQUENCE.
1 CONSTRUCT KERSEY TRIBUTARY RELOCATION IN DRY
2. DIVERT STREAM INTO RELOCATED STREAM
3 CONSTRUCT OXBOW AND CHANNEL PLUGS IN ABANDONED
CHANNEL PER PLANS
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AND WATER QUALITY
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PROPOSED TEMPORARY STREAM CROSSING W/ PIPE
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KERSEY TRIBUTARY
EROSION AND SEDIMENT CONTROL SEQUENCE
1 CONSTRUCT KERSEY TRIBUTARY RELOCATION IN DRY
2 ONCE KERSEY TRIBUTARY IS CONNECTED TO SOUTH
BUFFALO CREEK, STABILIZED AND APPROVED BY THE
ENGINEER, DIVERT LIVE STREAM FLOW INTO RELOCATED
STREAM DOWNSTREAM OF CONSTRUCTION SEQUENCE
BOUNDARY
3 CONSTRUCT REMAINING PROPOSED STREAM SECTION
4 PLUG EXISTING CHANNEL DOWN STREAM OF RELOCATED
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CAS pt'•••• 01/03/13 PROJECT
CITY OF GREENSBORO {B �:; SOUTH BUFFALO CREEK HABITAT
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�K AND WATER QUALITY
Inc. TITLE EROSION AND SEDIMENT - �. .v ss� IMPROVEMENT PROJECT PHASE I
•ice OQ 6 F �O � TSJ
CONTROL PLAN '•••.!; �`'
SEAL 012137004 FOR CONSTRUCTION a

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1111101 1111111
PLANTING ZONE DESCRIPTIONS AND NOTES
ZONE 1 - VEGETATED SOIL LIFT PLANTING
LOCATION DESCRIPTION.
WHERE VEGETATED SOIL LIFT STRUCTURES ARE PROPOSED IN THE PLAN SHEETS.
APPLJCATION_
1 INSTALL LIVE CUTTING BUNDLES INTO VEGETATED SOIL LIFT DURING CONSTRUCTION OF THE STRUCTURE
2. CUTTINGS BUNDLES SHALL CONFORM TO VEGETATED SOIL LIFT DETAIL
3 LIVE MATERIAL FOR CUTTING BUNDLES SHALL BE IN ACCORDANCE WITH TABLE 1
ZONE 2 - 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 CONDITIONS. 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 COIL FIBER MATTING DETAIL
5. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
® ZONE 3 - SLOUGH /BANKFULL BENCH PLANTINGS
LOCATION DESCRIPTION.
BOTTOM OF SLOUGH AREAS BETWEEN SOUGH LINES AND AREAS BETWEEN BANKFULL OUTWARD AND THE
FLOODPLNN/SLOUGH LINE, AS SHOWN IN THE PLAN AND PROFILE SHEETS.
APPLICATION,
1 AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. 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.
® ZONE 4 - RIPARIAN PLANTINGS
LOCATION DESCRIPTION.
UPLAND AREAS AND SLOUGH SIDE SLOPES
APPLICATION.
1 AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS,
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.
I.+ + I ZONE 5 - WETLAND PLANTINGS
LOCATION DESCRIPTION.
DEPRESSONAL WETLANDS CREATED IN LOW SPOTS WITHIN SLOUGHS AND VERNAL POOLS CREATED IN
BACKFILLED STREAM CHANNELS.
APPLICATION-
1 AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS.
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.
EM ZONE 6 - 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 CONDITIONS.
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
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TABLE 1: TREES AND SHRUBS PLANTING TABLE
SCIENTIFIC NAME
COMMOM NAME
1
TYPE
MAX % /MIN.%
COMPOSITION
OF EACH ZONE
MIN. PLANT SPACING
OF
SPECIES
PLANTED
PER ZONE
FEET
ON
CENTER
NUMBER
PER
1,000 SF3
ZONE 1 AND 2
cvhdmdm ocadmmlks
Buttonbush
I.S. LC
40/15
4
2 -3
440
Sda mgra
Black Willow
I.S. LC
20/10
Sala roicea
Silky Willow
I.S. LC
40/15
SmRbecYa aamdmar
Elderberry
LS, LC
20/10
Cmwar amornnm
Silky Dogwood
LS, LC
40/15
PapR4adeDadrn
jEastern Cottonwood
I LS, LC
40/15
ZONE 3 AND 4 (UPLAND AND SOUGH BOTTOM)
Banda aigre
River Birch
B
20/5
7
60
25
Corms arnommr
Silky Dogwood
B
20/5
Fra>oarapawffliwWa
Green Ash
B
20/5
Jhdow baldon
Spieebush
B
20/5
A`)_ mil_
Bladkgum
B
20/5
Plamruw aaadumOf
Sycamore
B
20/5
Quwaapheflar
Willow Oak
B
20/5
Hammnrhrwgkma
Witch -hazel
B
20/5
Toiodm*mAkv*n:
Tulip Poplar
B
20/5
12— filgra
Water Oak
B
20/5
RAodododroapvud)wmmcdo
Wild Azelea
B
20/5
Acv rubrow
Red Maple
B
20/5
1 LS - LIVE STAKE, LC - RIVE CUTTING B . BANE ROOT SEEDING
2 AVERAGE FEET ON CENTER SPACING
1 AVERAGE NUMBER PER 1000 SQUARE FEET OF PLANTING ZONE
GENERAL NOTES
TEMPORARY PLANTING SHALL OCCUR IDMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL PERMANENT PLANTINGS AND SEZDaRS SHALL BE COMPLETED BETWEEN
NOVEMBER 15 Alm MARCH 1 HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER
APPLY 500. AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOIL.OMNG TABLE AT 1000 LOS /ACRE (UNLESS SOL TESTING INDICATED OTHERNSE AS APPROVED BY ENGINEER):
W-11
APPLY LIME TO ADAAT SOL PH IN ACCORDANCE WITH THE SPEOFICATKINS
007C AND INVASIVE VINES AND GRASPS SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES
MULCH
APPLY 4000 LB /ACRE STRAW AN04OR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL A DISK METH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
RFFFRTWZE IF GROWTH 6 NOT FILLY ADEQUATE, RESEED REFERTL2E AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NLOEOR EROSION AND
SEDOHTIT CONTROL DESIGN MANUAL
BEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL CONDITIONS FOR GROUND D COYER ESTABLISHMENT REQUIREMENTS GROUND COVER MUST BE ESTABLISHED ON ALL
DISTURBED SURFACES PER NCDEOR REQUIREMENTS OR SPECIAL CCNOITIOIM VHCHEVER IS MORE STRINGENT
TABLE 2: TEMPORARY SEED MIXTURE
LIW STAKE Holes
LIVE STAKE DRIVEN SEE SPECIAL CONDITIONS FOR INSTALLATION AND
COMMON NAME
3 - 1 1 4' AT RK*TT ANGLE TO CARE OF LIVE STAKES AND LIVE CUTTINGS
Sec feccemle
SlIf6AtE SLOPE.
JAN 1 - MAY 15
CUT LOP END FLIT
Browntop Millet
MAY 15 - AUG 15
AND A8 OT HAMMER
Rye Grain
AUG 15 - DEC 311
DAMAGE.
Wheat Gross
INSTALL WOVEN CON FIBER MAT OVER
Jmaws dkw
Common Rush
SEED AND MULCH APPLICATION PER CDR
Pamcwn elarn4ldNaN
�u GROUND
DEER MATTING DETAIL
LATERAL BUD
4 SURFACE
ESTABLISHED PLANT SHOWN
FACING UPWARD
=
FOR INFORMATION ONLY
IA BARK ROM D BARK
h
/j \\ INSTALL WOODEN STAKES
I AT SECURE EIDER
SIDE BRANCH
\ DETAIL
REMOVED
1
o
_
\
LONGER STAKES SHOULD BE
/� / �!
PLACED TIGER ON THE BANK TO
HELP WITH PENETRATION INTO THE
WATER TABLE
SOL
LOW SEASONAL
WATER TABLE
��j \\ %�•
43 TAPER
(DORMANT)
Y -Y LIVE CUTTING (D
&ITT ED
LIVE
STAKE DETAIL
LIVE STAKE INSTALLATION
NOT TO SCALE
NOT TO SCALE
PREPARED N THE OFFICE OF
CLIENT
Kindey -Horn
CITY OF GREENSBORO
Po Box - RAleo►H;
PHONE [phone]
end Associates, Inc.
NORTH z7
FAX [phone]
TITLE PLANTING NOTES AND
DETAILS
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
PLANTING DATE
Sec feccemle
Rye Grain
JAN 1 - MAY 15
Urodwk rmRmra
Browntop Millet
MAY 15 - AUG 15
Sunk comic
Rye Grain
AUG 15 - DEC 311
Tnaaak arsommH
Wheat Gross
AUG 15 - DEC 311
• APPLICATION RATE aF 20 H1a I
1 IF APPLYING TEMPORARY BETWEEN AUG 13 —DEC 31 USE 1aK CA !f0>< RYE DRAW
AND 401E WHEAT GRASS
TABLE 3: PERMANENT SEED MIXTURE'
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Andru osm gerardu
Big Bluestem
5
A-Wpogak vagwaa
Broomsedge
5
Artmanm&WaUmn
Jack -in- the - Pulpit
5
HeUkmdkurmrgaa�olms
Swamp Sunflower
5
Jmaws dkw
Common Rush
15
Pamcwn elarn4ldNaN
Deertongue
20
Panickmmsbgmmk
Switchgrass
40
Sorgh=VXMnmmr
Indiangross
5
1 SIMILAR SEED MIX CAN BE USED NTH ENGNIM APPROVAL.
I APPLICATION RATE OF 20 LOS /AC
TABLE 4: WETLAND SEED MIX'
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Pamaw nS. dwe
Redtop Panic Gross
60
CarerhGkdma
Hop Sedge
10
Jm dhaa
Soft Rush
10
C_ hinds
Lurid (shallow) Sedge
7
ScirpaelpaLwr
trod Grass
5
Smwloluavmua
Lizards Tail
4
Carespaamon:
Squarrose Sedge
4
1 SIMILAR SEED Ma CAN BE USED WITH ENGINM M APPROVAL
2. APPLICATION RATE OF 20 LOS /AC
NOTES
L CONDITIONS FOR INSTALLATION AND
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BARE ROOT PLANTING
NOT TO SCALE
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