20150519 Ver 1_401 Application_20150615

Strickland, Bev
From: Ray Bode <rbode @eee- consulting.com>
Sent: Monday, June 01, 2015 11:12 AM
To: Strickland, Bev
Subject: RE: Mill Creek, Salem Creek and UT Salem Creek - DWR# 150519
Attachments: Pages from PCN -NWP 27; Winston Salem Streambank Stabilization Projects p
1- 20.pdf
i Bev
I °II be glad to do that. The file is large, so I will send it in this and one additional email. Please get back to me with any
questions.
Ray
as [phone] x 775
c (91 9) 5,15 0256
From: Strickland, Bev [mailto :bev.strickland @ncdenr.gov]
Sent: Monday, June 01, 2015 10:02 AM
To: Ray Bode
Subject: Mill Creek, Salem Creek and UT Salem Creek - DWR# 150519
Mr. Bode,
Could you please send me a pdf version of the application you submitted to us on 5 -18 -2015? We are now scanning all
project file information and I would like to keep the bound copy you sent intact if possible.
Thanks
Bev
Beveidy Stirli llld arm , fv vorfli l my irniirmll tirvtc)ir
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, I
Mailing: Mail Service Center 1617, Raleigh, 1 27699 -1617
Phone# 919 - 707 -8789
Email Address: [e-mail]
rnall aurrc,aluuinduinae, Co and frurn'U °iiu ae,inder is aulnjaa� �u dh o IN C I::"ulnlia taaun:;u I..aw and may Inc divaluaad �u C'Ird luartie,a,
1

EEE CamlUng, Inc.
Environmental, Engineering and Educational Solutions
May 18, 2015
John T. Thomas, Jr
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
and
Sue Homewood
c/o NCDWR, WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
RE: City of Winston -Salem Streambank Stabilization Projects — Mill Creek, Salem Creek, and UT Salem Creek
Dear Mr. Thomas and Ms. Homewood,
EEE Consulting is pleased to submit an application for impacts to jurisdictional waters related to streambank
stabilization projects at three locations in the City of Winston -Salem (City). The City has recognized that the stream
channels at these sites are experiencing severe bank erosion, which is jeopardizing City -owned underground utilities
and infrastructure. The City proposes to implement stabilization measures that would protect sanitary sewer
infrastructure and other utilities at the sites, improve aquatic habitats at the sites, and improve water quality
downstream. The three projects include: Site 1, Mill Creek at Reynolda Road; Site 2, Salem Creek at Weatherwood
Lane; and Site 3, Unnamed tributary to Salem Creek at the Archie Elledge Wastewater Treatment Facility. The
proposed streambank stabilization work will utilize natural channel design techniques, and will include boulder cross
vanes, boulder single arm cross vanes, floodplain benching, bank sloping, vegetated geolifts, brush mattresses, live
stake planting, and minor channel realignment.
The City proposes to execute these projects under Nationwide Permit 27 (Aquatic Habitat Restoration,
Establishment, and Enhancement Activities). The proposed impacts total 0.049 acres of temporary wetland related
to site access, and 1,360 linear feet of stream impacts related to streambank stabilization, habitat enhancement, and
restoration.
Please contact me with any questions or comments at rbode(a�eee- consultinq.com or (919) 650 -2463 ext. 225.
Thank you
Ray Bode, PWS
Senior Environmental Scientist
8525 Bell Creek Road, Mechanicsville, Virginia 23116 (804) 442 -3330 • (804) 442 -3334 (fax)
201 Church Street, Suite C, Blacksburg, Virginia 24060 (540) 953 -0170 • (540) 953 -0171 (fax)
272 Bendix Road, Suite 260, Virginia Beach, Virginia 23452 . (757) 552 -1054 . (757) 301 -8747 (fax)
601 Cascade Pointe Lane, Suite 101, Cary, North Carolina 27513 • (919) 650 -2463
'Professional services in North Carolina are provided by EEE Consulting of NC, PC Lic. # C -3945

Pre - Construction Notification (PCN) /Application for Nationwide Permit (NWP) 27

Office Use Only:
Corps action ID no.
DWQ project no. _
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
✓Section 404 Permit Section 10 Permit
1 b. 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
1 d. 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
1 e. Is this notification solely for the record
For the record only for DWQ
For the record only for Corps Permit:
because written approval is not required?
401 Certification:
Yes ✓No
Yes ✓No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
Yes ✓No
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
Yes ✓No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes /No
2. Project Information
The City of Winston -Salem (City) has identified three sites that are experiencing severe streambank erosion, jeopardizing City -
owned underground utilities. The City plans to implement stabilization measures that would protect sanitary sewer
infrastructure and other utilities at the sites, improve aquatic habitats at the sites, and improve water quality downstream. The
three projects include: Site 1, Mill Creek at Reynolda Road; Site 2, Salem Creek at Weatherwood Lane; and Site 3, Unnamed
tributary to Salem Creek at the Archie Elledge Wastewater Treatment Facility. The proposed streambank stabilization practices
will utilize natural channel design techniques, and will include boulder cross vanes, boulder single arm cross vanes, floodplain
benching, bank sloping, vegetated geolifts, brush mattresses, live stake planting, and minor channel realignment. The City has
contracted with EEE Consulting to delineate jurisdictional waters at the sites, coordinate with regulatory agencies, obtain
jurisdictional verification, prepare restoration designs, and submit a 404/401 permit application for the project.
At the direction of the US Army Corps of Engineers (USACE) and NC Division of Water Resources (NCDWR), the three sites
are combined in one permit application. Supportive text will be presented for each site individually as appropriate.
2a. Name of project:
City of Winston Salem Streambank Stabilization
2b. County:
Forsyth
2c. Nearest municipality/ town:
Winston -Salem
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Winston - Salem, City /County Utilities— Utilities Administration
3b. Deed Book and Page No.
Site 1 Map Number 606874; Site 2 Map Number 624842; Site 3 Map Number 612834
Page 1 of 11; PCN Form — Version 1.4 January 2009

3c.
Responsible Party (for LLC if
applicable):
Michael W. Stover, EIT
he3d. Street address:
P.O. Box 2511
3e.
City, state, zip:
Winston - Salem, NC, 27102
3f.
Telephone no.:
(336) 747 -6840
3g.
Fax no.:
(336) 727 -8432
3h.
Email address:
michaelws @cityofws.org
4.
Applicant Information (if different from owner)
4a.
Applicant is:
Agent Other, specify:
4b.
Name:
10 acres
4c.
Business name
(if applicable):
2.1 a. Name of nearest body of water to proposed project:
4d.
Street address:
C
4e.
City, state, zip:
3.1. Project Description
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent /Consultant Information (if applicable)
5a.
Name:
Ray Bode, PWS
5b.
Business name
(if applicable):
EEE Consulting, Inc
5c.
Street address:
601 Cascade Pointe Lane, Suite 101
5d.
City, state, zip:
Cary, NC, 27513
5e.
Telephone no.:
919 - 650 -2463 ext. 225
5f.
Fax no.:
5g.
Email address:
rbode @eee- consulting.com
B. Project Information and Prior Project History
1.1 Property Identification: Site 1, Mill Creek at Reynolda Road
1.1a. Property identification no. (tax PIN or parcel ID):
City utility easement at: 6817 -27- 7095.00, 6817 -16-
8546.00, 6817 -27- 2202.00, 6817 -26- 8904.00
1.1b. Site coordinates (in decimal degrees):
Latitude: 36.15271 Longitude: - 80.31195
1.1c. Property size:
10 acres
2.1 Surface Waters
2.1 a. Name of nearest body of water to proposed project:
Mill Creek
2.1 b. Water Quality Classification of nearest receiving water:
C
2.1c. Riverbasin:
adkin Pee -Dee
3.1. Project Description
Page 2 of 11; PCN Form - Version 1.4 January 2009

3.1 a. 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 Mill Creek Project Site (Site 1) is located immediately downstream stream of the Reynolda Road Bridge (Sheet
MC 2.0). The upland on stream right is a developed shopping area. On stream left, the area between the streambank
and Reynolda Road is vegetated with mature forest canopy and a greenway. The stream is crossed by Reynolda
Road bridge at the upstream end of the work area. The drainage area measures 26.2 square miles with
approximately 19.1 % impervious surface cover. Extreme erosion is occurring along the right streambank adjacent to
the development for approximately 130 feet. The bank ranges between 10 and 12 feet in height (from water surface)
and is encroaching on a 30 inch sewer line and a driveway serving the development. Less extreme streambank
erosion is present on left and right banks further downstream. Several utilities exist on the Mill Creek Project Site, the
most prominent of which are sewer and gas.
3.1 b. List the total estimated acreage of all existing wetlands on the property: 0 acres
3.1 c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 970 feet
3.1 d. Explain the purpose of the proposed project:
This project is proposed to address severe bank erosion and mass wasting on the right bank of Mill Creek that is threatening
subsurface utilities, developed areas, and contributing substantial sediment loads to the watershed. Through the use of natural
channel concepts, the streambanks will be stabilized to halt the erosion. The project will also include steps to strengthen and
upgrade the existing sewer pipes located on stream left and crossing the stream at the bridge.
3.1 e. Describe the overall project in detail, including the type of equipment to be used:
Streambank stabilization at Mill Creek:
i. Prior to the start of soil or sediment disturbing work, rock check dams will be installed to span the channel downstream
of the work area to create sediment traps (Detail 3/8.0) and erosion control measures will be installed (Sheet 8.1).
These will be temporary structures, and are to be removed after the project is complete.
ii. Clearing and debris removal will be conducted as needed to execute the goals of the project, however great care will be
exercised not to disturb the stream or to unnecessarily damage existing vegetation. All debris generated through this
work will be removed from the site.
iii. The right streambank slope will be cleared of vegetation to allow access to the work area. The angle of the slope will be
reduced to decrease the erodability. All exposed soil will be planted with an herbaceous seed mix to stabilize the soil
after the work is complete (Sheet MC 5.0).
iv. Two rock vanes will be installed spanning from the thalweg to tie into the left bank above % bankful stage height in the
curve (Sheet MC 4.0 and Detail 3/10.0). The rock vanes will be installed at an ascending angle from stream bed to the
bank at an 8% slope, at a 20 -30 degree angle to the thalweg, such that the energy of high flow events will be turned
away from the bank toward the stream center and dissipated, reducing the erosive force exerted against the bank. Rock
structures will be installed using track hoes and hand labor. The toe of slope space behind the rock vanes will be filled in
with vegetated geolifts (Detail 4/10.1), and a brush mattress structure will be installed at the downstream end of the
downstream rock vane to provide additional bank protection at the tail end of the curve (Detail 5/10.1). The area around
the installed structure will be planted with bare root and live stake plantings of native woody species (Sheet MC 5.0).
Rock structures and plantings will be installed using track hoes and hand labor.
V. The 36 inch RCP sewer line on stream right will be rehabilitated with a cured in place lining inside the existing pipe. This
work will not cause temporary or permanent impacts the stream (Sheets MC 4.0 and SC 7.1).
vi. The sewer line that currently crosses Mill Creek within the bed on the downstream side of the Reynolda Road Bridge
will be improved by installing a restrained joint ductile iron pipe inside the existing 24 inch RCP and filling the annular
space with a grout material. This work will be accomplished from the manhole locations on the upland areas on both
sides of the stream and will not cause temporary or permanent impacts the stream (Sheets MC 4.0 and SC 7.1).
1.2 Property Identification: Site 2, Salem Creek at Weatherwood Lane
1.2a. Property identification no. (tax PIN or parcel ID):
City owned easement at: 6824 -44- 5328.00, 6824 -43-
8341.00, 6824 -44- 7234.00
1.2b. Site coordinates (in decimal degrees):
Latitude: 36.06252 Longitude: - 80.27099
1.2c. Property size:
10 acres
2.2 Surface Waters
2.2a. Name of nearest body of water to proposed project:
Salem Creek
Page 3 of 11; PCN Form — Version 1.4 January 2009

2.2b. Water Quality Classification of nearest receiving water:
C
2.2c. River basin:
Yadkin Pee -Dee
3.2 Project Description
3.2a. 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 Salem Creek project site (Site 2) is located immediately upstream of the 1 -40 bridge over Salem Creek (Sheet
SC 4.0). Land cover on both sides of the stream in the work area is forested, however upstream of the project reach
is the urban area of the City of Winston - Salem. The drainage area measures 54.8 square miles with approximately
23.2% impervious surface cover. Extreme erosion is occurring along the right streambank for approximately 200
feet. The bank ranges between 6 and 8 feet in height (from water surface) and is threating the integrity of a 36 inch
raw water line, which Winston -Salem Utilities intends to rehabilitate.
The primary access road into Site 2 is from the end of Weatherwood Lane to the south east of the site.
Weatherwood Lane terminates into a dirt road which runs through an existing Duke Energy right of way (ROW)
(Sheet SC 4.0). This access road is ordinarily used to service the high tension power lines in the ROW and traverses
a forested wetland area that drains to Salem Creek.
The secondary access to Site 2 is from a dirt road off the end of Fairfield Road to the north east of and on the
opposite side of I -40 from the site. This dirt road is on an existing City of Winston Salem sewer ROW and goes
under the 1 -40 bridge on stream left.
3.2b. List the total estimated acreage of all existing wetlands on the property: 0.5 acres
3.2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 760 feet
3.2d. Explain the purpose of the proposed project:
This project is proposed to address severe bank erosion and mass wasting on the right bank of Salem Creek that is threatening
subsurface utilities and contributing substantial sediment loads to the watershed. Through the use of natural channel concepts,
the streambanks will be stabilized to halt the erosion.
3.2e. Describe the overall project in detail, including the type of equipment to be used:
Streambank stabilization at Salem Creek:
i. Access to the site through the Duke Energy ROW will traverse a wetland area via the use of matting to form a road bed
(Sheet SC 4.0, 5.0 and Detail 3/8.1). This will be a temporary structure, to be removed once work is complete, and will
not result in permanent impacts to the wetland. After removal of the temporary road structure, the area will be returned
to pre - project grade and will be seeded to re- establish vegetation and stabilize the soil.
ii. Prior to the start of soil or sediment disturbing work, rock check dams will be installed to span the channel downstream
of the work area to create sediment traps (Detail 3/8.0) and erosion control measures will be installed (Sheet 8.1).
These will be temporary structures, and are to be removed after the project is complete.
iii. Clearing and debris removal will be conducted as needed to execute the goals of the project, however great care will be
exercised not to disturb the stream or to unnecessarily damage existing vegetation. All debris generated through this
work will be removed from the site.
iv. The right streambank slope will be cleared of vegetation to allow access to the work area. The angle of the slope will be
reduced to decrease the erodability. All exposed soil will be planted with an herbaceous seed mix and live stakes to
stabilize the soil after the work is complete (Sheet SC4.0).
V. Three rock vanes will be installed spanning from the thalweg to tie into the right bank above 3/4 bankful stage height in
the curve (Sheet SC 4.0 and Detail 3/10.0). The rock vanes will be installed at an ascending angle from stream bed to
bank between 4 % -9 %, at a 20 -30 degree angle to the thalweg, such that the energy of high flow events will be turned
away from the bank toward the stream center and dissipated, reducing the erosive force exerted against the bank. Rock
structures and plantings will be installed using track hoes and hand labor. The area around the installed structure will be
planted with bare root and live stake plantings of native woody species (Sheet SC 5.0)
1.3 Property Identification: Site 3, Unnamed tributary to Salem Creek at Elledge Wastewater Treatment Facility
1.3a. Property identification no. (tax PIN or parcel ID):
6813 -56- 9723.00
1.3b. Site coordinates (in decimal degrees):
Latitude: 36.03846 Longitude: - 80.3008
Page 4 of 11; PCN Form — Version 1.4 January 2009

1.3c. Property size:
Acres 111
2.3 Surface Waters
2.3a. Name of nearest body of water to proposed project:
Salem Creek
2.3b. Water Quality Classification of nearest receiving water:
C
2.3c. River basin:
adkin Pee -Dee
3.3 Project Description
3.3a. 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 Unnamed tributary to Salem Creek (UT -SC; Site 3) project site is located on the Archie Elledge Wastewater
Treatment Plant (WWTP) (Sheet UT 2.0). The drainage area measures 1.13 square miles with approximately 15.5%
impervious surface cover. The stream is experiencing extreme erosion on both banks for approximately 1,380 feet.
Several fence posts have been undermined and are compromising the integrity of and existing chain link fence.
Additional WWTP infrastructure could be affected if this site is not addressed.
Land cover on the slope adjacent to stream left is forested with mature canopy, although the streambanks are
primarily vegetated with shrubs, vines, and invasive woody species. The WWTP is on stream right and the land cover
is primarily developed and impervious surface consisting of paved road surfaces, parking areas, buildings, and other
WWTP infrastructure.
3.3b. List the total estimated acreage of all existing wetlands on the property: 0 acres
3.3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1380 feet
3.3d. Explain the purpose of the proposed project:
This project is proposed to address extreme bank erosion and mass wasting on both banks of UT- SC that is threatening
infrastructure at the WWTP, and contributing substantial sediment loads to the watershed. The perimeter fence has been
compromised and a utility pole is in the process of becoming undermined. The paved WWTP road adjacent to the stream is at
risk, as well as critical subsurface pipes and other WWTP components. Through the use of natural channel concepts, the
streambanks will be stabilized to halt the erosion.
3.3e. Describe the overall project in detail, including the type of equipment to be used:
Streambank stabilization at UT -SC:
i. Prior to the start of soil disturbing work, erosion control measures will be installed (Sheet 8.1). These will be temporary
structures, and are to be removed after the project is complete.
ii. Clearing and debris removal will be conducted as needed to execute the goals of the project, however great care will be
exercised not to disturb the stream or to unnecessarily damage existing vegetation. All debris generated through this
work will be removed from the site.
iii. All work in- channel work will be done in dry conditions using a pump around and special stilling basin operation for flow
diversion (Detail 2/8.0).
iv. Design details include installation of cross vane structures at the upstream end of project reach, and 5 additional
locations (Detail 2/10.0) to concentrate flow to the center of the channel and reduce erosive velocities. Near the
upstream end of the project, concentrated stormwater flow from the developed area enters the stream channel on the
right bank. A boulder step structure will be installed to safely convey this flow to the project channel (Detail 2/8.0). Eight
rock vanes will be installed in critical curves (Detail 3/10.0), four of which will have additional bank stabilization on
stream right with vegetated geolifts (Detail 3/10.1). Two constructed riffle sections will be installed to establish and
maintain grade control (Detail 4/10.0). The entire right bank of the project will be graded to establish a stable slope and
planted with live stakes and seed mix to stabilize (Sheets UT 4.0 and 4.1). Rock structures and plantings will be
installed using track hoes and hand labor.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
✓Yes No Unknown
Corps or State been requested or obtained for this property /
Comments:
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
✓Preliminary Final
of determination was made?
Page 5 of 11; PCN Form — Version 1.4 January 2009

4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known): Ray Bode, PWS
EEE Consulting, Inc
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field verification by USACE and NCDWR on 9/9/2014. Finalization of the USACE determination is anticipated with the approval
of this permit application. See attached documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
Yes ✓No Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
Yes ✓No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
✓Wetlands ✓Streams - tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f. Area
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T)
W1 Temporary
Fill
Bottomland Hardwood
es
Corps
0.049
2g. Total Wetland Impacts:
2h. Comments: Access to the site through the Duke Energy ROW will traverse a wetland area via the use of matting to form a
road bed (Sheet SC 4.0, 5.0 and Detail 3/8.1). This will be a temporary structure, to be removed once work is complete, and will
not result in permanent impacts to the wetland. After removal of the temporary road structure, the area will be returned to pre -
project grade and will be seeded to re- establish vegetation and stabilize the soil.
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 (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 (P)
Stabilization
Mill Creek
PER
404
30
105
S2 (P)
Stabilization
Salem Creek
PER
404
70
300
S3 (P)
Stabilization
UT to Salem Creek
PER
404
15
955
3h. Total stream and tributary impacts
1,360
3i. Comments: All proposed impacts will be related to streambank stabilization, habitat enhancement, and restoration.
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.
Page 6 of 11; PCN Form - Version 1.4 January 2009

4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03
04
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
P2
5f. Total:
0
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Neuse Tar - Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
N/A
N/A
6i. Comments:
Page 7 of 11; PCN Form — Version 1.4 January 2009

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.
All proposed impacts to jurisdictional stream channels are related to stabilizing eroding streambanks and restoring habitat at
the three project sites. Multiple engineering alternatives were considered, including hardened bank structures, but natural
channel design parameters were selected to most effectively accomplish project goals.
The project proposes temporary impacts to one jurisdictional wetland related to construction of the primary access road at Site
2. Other options were investigated, however, due to the site location, no other route to gain access to the project site on the
right bank of Salem Creek is feasible. The secondary access route planned for the left bank of the project site does not impact
jurisdictional waters, but will not give access to the right bank without construction of a large ford structure in the channel and
creation of a ramp down the left bank, thereby incurring more impacts to the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
At Sites 1 and 2, various construction methods for minimizing off - project sediment release during construction of the in- stream
structures were considered, including pump around operations and diversion, however these were deemed infeasible due to
the flow volume of the stream. Erosion and sediment control during construction will utilize a series of in- stream rock check
dams at the downstream end of the work area. Prior to the start of soil or sediment disturbing work, these will be installed
spanning the channel to create sediment traps (Detail 3/8.0). These will be temporary structures, and are to be removed after
the project is complete. During the course of construction, these will be regularly cleaned out and maintained.
The proposed impacts to the jurisdictional wetland area at Site 2 will be minimized by use of mud mats over geotextile filter
fabric to create a temporary roadbed. This will be removed after construction is complete and the area will be seeded to return
it to pre- construction conditions.
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
Payment to in -lieu fee program
project?
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type:
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
Type:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
N/A
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres

4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ✓No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
N/A
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:
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes -'No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
polo
2b.
Does this project require a Stormwater Management Plan?
Yes ✓No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project will not contribute impervious surface to the watershed.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
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
Yes
No
attached?
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
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal /state /local) funds or the
✓Yes
No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
Yes
✓No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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:
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):
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.
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.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ✓No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
/Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville, NC
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Correspondence with USFWS Asheville, USFWS and NCNHP databases. See attached documentation.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
Yes ✓No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper (http: / /www. habitat. noaa. gov / protection /efh /efhmapper /index.html)
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?
Correspondence with NCSHPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
✓Yes No
8b. If yes, explain how project meets FEMA requirements:
The proposed project does not include alterations to the floodplain and the in- channel structures will not affect the height of
inundation during a 1 % annual chance flood event that is based on an engineering analysis (no -rise study). Therefore, the
floodwa 's capacity to carry a 1 % annual chance flood event will not change from current conditions.
8c. What source(s) did you use to make the floodplain determination?
North Carolina Flood Mapping Program (http: / /www.ncfloodmaps.com /) and best engineering practices.
May 18,2015
Ray Bode, PWS
Senior Environmental Scientist
EEE Consulting, Inc
Applicant /Agent's Signature (Agent's
Date
signature is valid only if an authorization letter
Applicant /Agent's Printed Name
from the applicant is provided.)

Design Sheets

MILL UREEK - PRUJEG I LUCIA I IUN
NOT TO SCALE
SALEM CREEK - PROJECT LOCATION
NOT TO SCALE
�x
PROJECT
SITE
UT TO SALEM CREEK - PROJECT LOCATION
NOT TO SCALE
REV REVISIONS BY DATE DATE: 4/17/2015
# DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
I
'-T
US H-
UT to SALEM
CREEK SITE
{
CITY /COUNTY UTILITY COMMISSION
STREAMBANK STABILIZATION
AND UTILITY IMPROVEMENTS
i J
3
r
SALEM CREEK
r
- SITE
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
yN _
VICINITY MAP - NOT TO SCALE
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
rL3 i
jj�mstcn-Salann - Forsyth County unty �Lii'LL{Gr7 Sewer - Solid Waste his posaI
CITY /COUNTY PROJECT NO. 000021953
EEE PROJECT NO. 14-502
JEC PROJECT NO. 15- 199 -002
APRIL 2015
SHEETINDEX
SHEET
DESCRIPTION
1.0
COVER SHEET & VICINITY MAP
1.1
NOTES, ABBREVIATIONS, AND LEGEND
MC 2.0
MILL CREEK - EXISTING CONDITIONS
MC 3.0
MILL CREEK - DEMOLITION PLAN
MC 4.0
MILL CREEK - STREAMBANK STABILIZATION PLAN
MC 5.0
MILL CREEK - PLANTING PLAN
MC 6.0
MILL CREEK - SEDIMENT AND EROSION CONTROL PLAN
MC 7.0
MILL CREEK - UTILITY PLAN
SC 2.0
SALEM CREEK - EXISTING CONDITIONS
SC 3.0
SALEM CREEK - DEMOLITION PLAN
SC 4.0
SALEM CREEK - STREAMBANK STABILIZATION PLAN
SC 5.0
SALEM CREEK - PLANTING PLAN
SC 6.0
SALEM CREEK - SEDIMENT AND EROSION CONTROL PLAN
SC 7.0
SALEM CREEK - UTILITY PLAN
UT 2.0
UNNAMED TRIB - EXISTING CONDITIONS
UT 3.0
UNNAMED TRIB - DEMOLITION PLAN
UT 4.0 -1
UNNAMED TRIB - STREAMBANK STABILIZATION PLAN
UT 5.0
UNNAMED TRIB - PLANTING PLAN
UT 6.0
UNNAMED TRIB - SEDIMENT AND EROSION CONTROL PLAN
8.0 -1
DETAILS - EROSION CONTROL
9.0
DETAILS - ROADWAY
10.0 -1
DETAILS - STREAM
DEMOLITION AND EROSION CONTROL SHEETS
ARE NOT INCLUDED IN THIS PLAN SET
STREAMBANK STABILIZATION PROJECTS
COVER SHEET, VICINITY MAP &PROJECT
LOCATION
SHEET NO.
1.0

STANDARD SITE ABBREVIATIONS
GENERAL NOTES:
ABC
AGGREGATE BASE COURSE
MAX
MAXIMUM
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE CITY OF WINSTON- SALEM'S AND CITY /COUNTY UTILITIES
AC
ANSI
ACRES
AMERICAN NATIONAL STANDARDS INSTITUTE
MB
MED
MAIL BOX
MEDIAN
CONSTRUCTION STANDARDS, AND IN ACCORDANCE WITH APPROVED PLANS BY THE ENGINEER. WHERE CONFLICTS ARISE, THE FINAL AUTHORITY
SHALL BE CITY /COUNTY UTILITIES.
LEGEND
ALBC
ALUMINUM BOX CULVERT
MH
MANHOLE
APPROX
APPROXIMATE
MIN
MINIMUM
2. ALL COORDINATES ARE BASED ON NAD 83(2007) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
ASPH
ASPHALT
MJ
MECHANICAL JOINT
ASTM
AMERICAN SOCIETY FOR TESTING MATERIALS
MON
MONUMENT
3. CONSTRUCTION AND /OR DEMOLITION ACTIVITY, INCLUDING LOADING AND UNLOADING OF MATERIAL, IS PROHIBITED BEFORE 7 AM AND AFTER 7 PM
These standard symbols will
AVC
ASPHALT VALLEY CURB
MTL
METAL
MONDAY THROUGH FRIDAY. NO WORK IS PERMITTED ON WEEKENDS OR HOLIDAYS.
AWWA
AMERICAN WATER WORKS ASSOCIATION
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
be found In the drawing.
MW
MONITOR WELL
4. ALL CONTRACTORS SHALL BE PROPERLY LICENSED UNDER NC STATE LAWS GOVERNING THEIR TRADE.
B -B
BACK OF CURB TO BACK OF CURB
BOLLARD
WV
BL
BASELINE
N/A
NOT APPLICABLE
5. CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ACTUAL CONDITIONS, AND SHALL VERIFY EXISTING CONDITIONS IN THE FIELD.
N
WATER VALVE
B/L
BASELINE
NAD 27
NORTH AMERICAN DATUM 1927
• CATCH BASIN
BLDG
BUILDING
NAD 83
NORTH AMERICAN DATUM 1983
6. CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE CITY OF CITY /COUNTY
CLEAN OUT
HANDICAP
BM
BENCHMARK
NBL
NORTH BOUND LANE
UTILITIES AGAINST ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP.
FINISH FLOOR
BOC
BACK OF CURB
NC
NORMAL CROWN
Co EXISTING IRON (I.P)
BOL
BOLLARD
NC GRID
NORTH CAROLINA GRID
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PUBLIC SAFETY ON THE SITE DURING THE PERIOD OF CONSTRUCTION, INCLUDING
❑
SPEAKER
BVC
BEGIN VERTICAL CURVE
NCDENR
NORTH CAROLINA DEPARTMENT
WEEKENDS AND HOLIDAYS.
OO ELECTRIC METER
BW
BARB WIRE
OF ENVIRONMENT AND NATURAL RESOURCES
s0
SEWER MANHOLE
C &G
CURB AND GUTTER
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE CITY FACILITIES.
® YARD INLET
FLAG
SHOULD DAMAGES OCCUR, THE CONTRACTOR SHALL AT HIS OWN EXPENSE REPAIR IMMEDIATELY TO THE SATISFACTION OF THE CITY AND THE
® GUY WIRE
CATV
CABLE TELEVISION
NCGS
NORTH CAROLINA GEODETIC SURVEY
ENGINEER.
LP
o
TRANSFORMER
CAP
CORRUGATED ALUMINUM PIPE
NEMA
NATIONAL ELECTRICAL
LIGHT POLE
CB
CATCH BASIN
MANUFACTURERS ASSOCIATION
9. CONTRACTOR SHALL HOLD HARMLESS THE CITY AND THE ENGINEER FOR DAMAGES, INJURIES, OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
O
NEW IRON PIPE
CBL
CABLE
NIP
NEW IRON PIPE
CONSTRUCTION ACTIVITIES.
MAIL BOX
CFS
CUBIC FEET PER SECOND
N0.
NUMBER
+
SPOT ELEVATION
CHL
CHAIN LINK
NTS
NOT TO SCALE
® MANHOLE
PP
CI
CURB INLET
10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED TO: HIS EQUIPMENT,
�
POWER POLE
CIP
CAST IRON PIPE
0/C
ON CENTER
COMPLETED WORK, STAGED MATERIALS, AND SITE ACCESS BY AUTHORIZED AND UNAUTHORIZED PERSONS.
®KEBAB
CENTERLINE
OD
OUTSIDE DIAMETER
O
TRAFFIC SIGNAL H AN DH OLE
C/L
CENTERLINE
OH
OVERHEAD
11.CONTRACTOR SHALL NOT LEAVE ANY EXCAVATION OPEN OR UNPROTECTED DURING NON - WORKING HOURS. THE CONTRACTOR SHALL UTILIZE
• SIGN
CM
CONCRETE MONUMENT
OSHA
OCCUPATIONAL SAFETY AND
FENCES, SIGNS, BARRICADES, AND APPROPRIATE MEANS AS NECESSARY TO ENSURE THE SAFETY OF BOTH AUTHORIZED AND UN- AUTHORIZED
-� TREE
©
GAS MARKER SIGN
CMP
CORRUGATED METAL PIPE
HEALTH ADMINISTRATION
PERSONS WHO ENTER THE SITE.
CO
CLEAN OUT
OVH
OVERHANG
OCOMM -05
COM
COMMUNICATION
12.CONTRACTOR SHALL ENSURE THAT ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING
CONC
CONCRETE
P/A
PARKING AREA
CONSTRUCTION.
[j]WATER METER
CONSTR
CONSTRUCTION
PC
POINT OF CURVATURE
CONTR
CONTRACTOR
PCBC
PRECAST CONCRETE BOX CULVERT
11CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.
COR
CORNER
PCC
POINT OF COMPOUND CURVATURE
T T
T
TELEPHONE
CULV
CULVERT
PED
PEDESTAL
14.CONTRACTOR SHALL ENSURE THAT ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT OSHA SAFETY REGULATIONS. CONTRACTOR SHALL
G G
G
GAS
CW
CHILLED WATER
PI
POINT OF INTERSECTION
PROVIDE SAFETY TRAINING CERTIFICATION DOCUMENTATION IF REQUESTED BY THE CITY.
PINC
POINT OF INTERSECTION NO CURVE
OVERHEAD WIRE
0
DELTA
PIV
POST INDICATOR VALVE
15.CONTRACTOR SHALL COORDINATE WITH THE ENGINEER, CITY /COUNTY UTILITIES, AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK ON
DCV
DETECTOR CHECK VALVE
_
PROPERTY LINE
PRIVATE PROPERTY.
W W
W
WATER
DDCV
DOUBLE DETECTOR CHECK VALVE
POC
POINT ON CURVE
DI
DROP INLET
POS
POINT ON SPIRAL
16.CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS SHOWN ON PLANS AND SHALL VERIFY ALL DIMENSIONS AND GRADES AT THE
E E
E
ELECTRICAL
DIA
DIAMETER
POT
POINT ON TANGENT
JOB SITE. IF DIFFERENCES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT MODIFICATIONS CAN BE MADE.
—
— EASEMENT
0
DIAMETER
PP
POWER POLE
DIP
DUCTILE IRON PIPE
PRC
POINT OF REVERSE CURVATURE
17.CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DRAWINGS SHOWING ANY FIELD CHANGES TO THE PROJECT. THE CONTRACTOR IS NOT
x x
x
FENCE
DPC
DUKE POWER COMPANY
PSI
POUNDS PER SQUARE INCH
AUTHORIZED TO MAKE FIELD CHANGES WITHOUT THE APPROVAL OF THE ENGINEER.
DRW
DRIVEWAY
PT
POINT OF TANGENCY
S S
S
SEWER
DW
DOMESTIC WATER
PVC
POLYVINYL CHLORIDE
18.UTILITIES WERE LOCATED BASED ON FIELD MARKINGS PROVIDED BY 811 ONE -CALL. NO SUB - SURFACE LOCATIONS HAVE BEEN PERFORMED. ALL
STORM
PVI
POINT OF VERTICAL INTERSECTION
SUB - SURFACE UTILITY LOCATIONS ARE APPROXIMATE.
-------------------
- - - - --
EBL
EAST BOUND LANE
PVMT
PAVEMENT
FLOW LINE
EG
EXISTING GRADE
PZ
PIEZOMETER
19.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFYING APPROPRIATE UTILITY PROVIDER
EIP
EXISTING IRON PIPE
OF ANY CONFLICTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY KNOWN
PLAT LINE
ELEC
EL
ELECTRIC
ELEVATION
R
R/W
RADIUS
RIGHT OF WAY
AND UNKNOWN UNDERGROUND FEATURES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY IF UTILITY INFORMATION IS
DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
ELEV
ELEVATION
RCP
REINFORCED CONCRETE PIPE
EM
ELECTRIC METER
RETW
RETAINING WALL
EOP
EDGE OF PAVEMENT
REV
REVISED
20. WITHIN THE WORK AREA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND ELEVATION ADJUSTMENTS OF ANY EXISTING VAULTS
ESMT
EASEMENT
RJ
RESTRAINED JOINT
(REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES, ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL SUCH
EVC
END VERTICAL CURVE
RPZ
REDUCED PRESSURE ZONE
WORK SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO PERFORMING ADJUSTMENTS.
EX
EXISTING
RT
RIGHT
EXT
EXTENSION
RWM
RIGHT OF WAY MONUMENT
21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE PROJECT FROM EFFECTS OF FLOOD AND STORM EVENTS, INCLUDING BUT NOT
LIMITED TO WORK IN PROGRESS, COMPLETED WORK, EQUIPMENT, MATERIALS, UTILITIES, WITHIN THE PROJECT AREA OR AFFECTED BY THE PROJECT
FES
FLARED END SECTION
OR DAMAGED AS A RESULT OF THE PROJECT.
FFE
FINISHED FLOOR ELEVATION
SAN
SANITARY
,
FG
FINISHED GRADE
SB
SOIL BORING
22. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
FH
FIRE HYDRANT
SBL
SOUTH BOUND LANE
FL
FLOOD LIGHT
SD
STORM DRAIN
23. TRAFFIC CONTROL DEVICES, SIGNS, LANE CLOSURES, SIDEWALKS, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY /COUNTY AND NCDOT
FNC
FENCE
SHT
SHEET
STANDARDS.
FOC
FACE OF CURB
SIA
SIAMESE CONNECTION
Know what's below.
FPS
FEET PER SECOND
SIG
SIGNAL
24. THE CONTRACTOR IS REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL MEASURES (SIGNS, BARRICADES, ETC...) FOR
0111
FT
FOOT (OR) FEET
Fk
SETBACK LINE
WORK SITES AS REQUIRED. THE LOCATION AND POSITIONING OF THESE TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER.
before
you dig.
FOOT (OR) FEET
SP
SIGNAL POLE
SPECS
SPECIFICATIONS
BEFORE YOU
DIG!
GALV
GALVANIZED
SS
SANITARY SEWER
CONTACT ONE -CALL CENTER
GB
GRILL BASIN
STA
STATION
1- 800 - 632 -4949
OR 811
GC
GENERAL CONTRACTOR
STD
STANDARD
GL
GAS LINE
STM
STORM
GM
GAS METER
SW
SIDEWALK
GPM
GALLONS PER MINUTE
GR
GRADE
T
TANGENT
GRV
GRAVEL
T/
TOP
GV
GATE VALVE
TBM
TEMPORARY BENCHMARK
GSV
GAS VALVE
TCP
TERRA COTTA PIPE
GW
GUY WIRE
TEL
TELEPHONE
TEMP
TEMPORARY
CONTACT PHONE NUMBERS:
H
HORIZONTAL
TOC
TOP OF CURB
HC
HANDICAP
TOE
TOE OF SLOPE
CITY /COUNTY UTILITIES 336- 727 -8000
HCP
HANDICAP PARKING
TOP
TOP OF SLOPE
WINSTON -SALEM STORMWATER 336- 748 -3070
HCR
HANDICAP RAMP
TOW
TOP OF WALL
PIEDMONT NATURAL GAS 800 - 752 -7504
HDPP
HDPP
TP
TELEPHONE POLE
HDW
HEADWALL
TRANS
TRANSFORMER
HP
HIGH POINT
TYP
TYPICAL
HT
HEIGHT
U/C
UNDER CONSTRUCTION
ID
INSIDE DIAMETER
U/G
UNDERGROUND
IN
INCH (OR) INCHES
UP
UTILITY POLE
INCH (OR) INCHES
IN /HR
INCHES PER HOUR
V
VERTICAL
INV
INVERT
VC
VERTICAL CURVE
ISL
ISLAND
VCP
VITREOUS CLAY PIPE
ITL
INDEPENDENT TESTING LABORATORY
JB
JUNCTION Box
WBL
WEST BOUND LANE
DEFINITION OF TERMS:
L
LENGTH
WL
WATER LINE
CITY - THE CITY OF WINSTON- SALEM, NC
LF
LINEAR FEET
WM
WATER METER
CCUC - CITY / COUNTY UTILITY COMMISSION
WV
WATER VALVE
LGT
LIGHT
WW
WOVEN WIRE
LP
LIGHT POLE
LS
LANDSCAPED
LT
LEFT
LOC
LOCATION
PREPARED BY:
PRELIMINARY
S EWELL
REV
REVISIONS
BY
DATE
DATE: 4/17/2015
ISSUE DATE:
APRIL 17, 2015
STREAMBANK STABILIZATION
PROJECTS
SHEET NO.
#
DRAWN BY: CLY /MWT���
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
INinsarn -Sa en7 Forsy l county
Utilities
� u S
NOTES, ABBREVIATIONS
AND
LEGEND
CLIENT PROJECT NUMBER:
000021953
CHECKED BY: CDJ
KERNERSVILLE, NC 27284
DO NOT USE
r -Sewer Solidi Waste b
1 ■ 1
JEC PROJECT NUMBER:
APPROVED BY: CDJ
15- 199 -002
OFFICE: (336) 996 -9974
FOR CONSTRUCTION
FAX: [phone]

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\ - - - - - -� / /• \ i� a` /PIEDMONT NATURAL GAS GO.
( \ ti \ _ �- /• O.B 1834 PG. 1834
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805
1 _
NOTES: � =-Z7 _
1. SITE IS SUBJECT TO ALL EASEMENTS R/W AND ACREEMENTS
OF RECORD PRIOR TO THE DATE OF THE SURVEY.
2. ALL DISTANCES ARE HOR17ONTAL GROUND, UNLESS OTHERWISE NOTED
3. ALL BEARINGS ARE REFERENCED TO NC NAD GRID NORTH (2071 J.
4. AREA COMPUTED BY COORDINATE GEOMETRY.
5, PROPERTY DOES LIE IN A SPECOL FLOOD HAZARD AREA AS BY NC FLOOD MAP
3710681700) . EFFECTIVE DATE JAN 02. 2009.
REV
REVISIONS
BY
DATE
• BOLLARD
o CATCH BASIN
@ CLEAN OUT
• EXISTING IRON (I.P)
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CID
J
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
It JEWELL
ly ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
PN 6817 -27 -2997 i� F +, `44'A ft, 9lvd
CITY OF WINSTON SALEM /
$ D.B. 1862 PG. 2569
-;1- /.00-
PIN 17-27 -6531 _ 7 PIN 6617 --28 -7054 SITE
ROSE� T S TENNANT I STATE OF NORTH CAROLINA
ADELIf TENNANT r / D.B. 1744 PG. 145
'i o D.B. 1p62 PG. 2569
o ` BILLB - t
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TM CHISEL SW
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' NT3
S S S ! I SI / $ �: �.. \� � � •1•�� lam'
600 NAIL II+ 1 (
NC SPC COORDS I G
N: 877360.74
£:1812613.07 / _ .•
\ _ r F `i: r 7_ - - 760 --� -'�� rqn� /•� / / / / / TOP MH= 767.52
5 CL INV. = 755.18
t lo
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INV IN �-� 67 0.7,
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-
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i
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IN 764.4 l _
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TOP CS 784636
INV. OUT = 780. 6
TOP CS 795.24 \\
INV. OUT = 779.59 P.K. NAIL
NC SPC COORDS
N:877306.26
E: 1612805.38
u
ru
U
UTILITY NOTES
� r 77
ITN 76 \47 FN1
` u} IN I.
INV. OUT
Fw Ft"—
1I� PIN 6817 -27 -9655
I STATE OF NORTH CAROLINA
D.B, 1735 PG. 818
1 YR
1 &-R-
LEGEND
� v
�JOOYR �
These standard symbols will
The location of Utilities shown hereon are from observed evidence of above
ground appurtenances only. Superior locate utility marking contractor
located underground utlities by above ground electronic detection.
NC GRID TIE
I, David J. Sgroi, certify that this map was drawn under
my supervision from an actual GPS (or GNSS) survey made under my
supervison and the following Information was used to perform the survey
Class of survey. Class A
Positional accuracy. 0.05'
Type of CPS (or GNSS) field procedure: NC VRS
Date(s) of survey : MARCH 21, 2014
Datum /Epoch ; NAD B3 (2011)
Published /fixed control: VRS
Geoid model; (120)
Combined grid factor:0.9999483
Units : U.S. Feet
Winston -Salem • Forsyth County
ICounty Utfl*Mles
atar • Sawer - Solid Wastes Disposal
STREAMBANK STABILIZATION PROJECTS
MILL CREEK
EXISTING CONDITIONS
SHEET NO.I
MC 2.01
be found in the drawing.
• BOLLARD
o CATCH BASIN
@ CLEAN OUT
• EXISTING IRON (I.P)
® ELECTRIC METER
■ YARD INLET
GUY WIRE
CLp LIGHT POLE
MAIL BOX
® MANHOLE
• R €BAR
SIGN
0 TREE
T❑ COMM -05
8 WATER METER
DG" WATER VALVE
A HANDICAP
• FINISH FLOOR
❑ SPEAKER
0 SEWER MANHOLE
P FLAG
on TRANSFORMER
O NEW IRON PIPE
•t SPOT ELEVATION
POWER POLE
® TRAFFIC SIGNAL HANDHOLE
do GAS MARKER SIGN
T
T T TELEPHONE
G
G G GAS
OVERHEAD WIRE
W
W W WATER
E
E E ELECTRICAL
---------
- - - - -- EASEMENT
.% ■.i.at.%- %- X.Y•% -%
%.Y•%.x % % Y.Y.Y % % Y. FENCE
S
S S SEWER
STORM
FLOW LINE
- -
- - PLAT LINE
J04 2014 -108
0 40 80 120
SEPTEMBER 15, 2014
Phone 336 - 885 -1366
TOPOGRAPHIC SURVEY
EEE CONSUL T/NG INC.
S
MILL CREEK PROJECT S1 7E
REYNOLDA ROAD
�oe
CITY OF WINSTON SALEM'roi�rt
+-
W/NSTON TOWNSHIP
FORS Y77-1 COUNTY
P.o. Point, 8277 NC 27
STREAMBANK STABILIZATION PROJECTS
MILL CREEK
EXISTING CONDITIONS
SHEET NO.I
MC 2.01

�-
TOP MH = 76w'2
/ FWD FW
F�
�o
0 10' 20' 40' 60'
SCALE: 1"= 20' (HORZ)
1 "= 2'(VERT)
REV
REVISIONS
BY
DATE
Vv
F \
LOCATE AND ADJUST e xE A� o
EXISTING MANHOLE M0 Nt
TO GRAD f �� � EVH
CONTRACTOR TO ACCESS PROJECT SITE HERE
CLOSE ENTRANCE TO THE PUBLIC
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
7
Q
LLRE-STRAINED JOINT
RCP
UT ANNULAR SPACE LL ROCKWAN
I
e is M n
IN A
e
=sue �,_ •
i E-TA4L 3M. 1
r
r�
III ► %�e���o� >10WAN O_-'M% -�y3 --
INSTALL RESTRAINED JOfT' —T
D,IP,INSIDE EXISTING -24" -RCP
GROu7_AuN1JLAR SPACE
EE SHEET MC 7.1 - —
� Hn=HW oo;
FW FW�
—�
TOP MH
PVT _ 21
T — 753.57
T
-,STALL BRUSH MA " \\
1,17F-DETAIL 5/10.1
STALL VEGETAT LIFT �-
SEE DETAIL 4/10.1
' _—
ToP
--------- V. 753.12
T
TALL CURED IN PLACE r
y� PIP INING INSIDE EXISTING 36"-RCP
SEES ET MC 7.1 �oP MH= X28
V.
F EMOVE EXISTING PINE TREE \ 90\
Fw
_ F
F
EMOVE AND RE
75 LF OF C LINK FENCE \ \
INSTALL CURED IN PLACE
PIPE LINING INSIDE EXISTING
A 36" RCP SEE SHEET MC 7 1
PREPARED BY:
K1
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
STAGING
AREA
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
r3e
Winston - Salem - Forsyth County
fCounty Utilities
atar - Ssw r • Sal id Waste Disposal
\ �-n
Z, \ -,A \ Ln
PROPOSED STREAM STABILIZATION COMPONENTS
ARE NOT SHOWN IN CROSS SECTION VIEW, BUT
WILL BE SHOWN IN FINAL PLAN SET.
STREAMBANK STABILIZATION PROJECTS
MILL CREEK
PLAN &PROFILE SHEET
SHEET NO.
IVIC 4.0
DO-
CROSS
SECT11XII1
-0-1-50
o
00
0
50
r3e
Winston - Salem - Forsyth County
fCounty Utilities
atar - Ssw r • Sal id Waste Disposal
\ �-n
Z, \ -,A \ Ln
PROPOSED STREAM STABILIZATION COMPONENTS
ARE NOT SHOWN IN CROSS SECTION VIEW, BUT
WILL BE SHOWN IN FINAL PLAN SET.
STREAMBANK STABILIZATION PROJECTS
MILL CREEK
PLAN &PROFILE SHEET
SHEET NO.
IVIC 4.0

NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION
CONTROL DEVICES WITHIN THE PROJECT AREA BOUNDARY AS
INDICATED ON PLANS PRIOR TO COMMENCING EARTHWORK.
CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO
THE APPROPRIATE EROSION CONTROL DEVICE.
2. DEMOLITION SHALL INCLUDE TREES, STUMPS, BRUSH, VEGETATION,
TRASH, DEBRIS, WASTE STONE, WASTE PIPING, AND ANY OTHER
UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA
BOUNDARY AND CLEARING LIMITS, UNLESS INDICATED OTHERWISE
ON THESE PLANS OR DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL TAKE GREAT CARE TO NOT DISTURB THE
EXISTING STREAM.
3. TREES ALONG THE STREAM AND WITHIN PORTIONS OF THE
CONSTRUCTION LIMITS THAT DO NOT CONFLICT WITH
CONSTRUCTION OF THE PROPOSED STREAM LOCATION SHALL
REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
4. DEMOLITION SHALL INCLUDE THE REMOVAL OF ALL DEBRIS AT ALL
DRAINAGE DEVICES. THE REMOVAL OF DEBRIS SHALL BE
MAINTAINED BY THE CONTRACTOR TO ALLOW CONSTANT DRAINING
OF THE DEVICES DURING CONSTRUCTION.
5. TEMPORARY STABILIZATION REQUIRED TO PROTECT GROUND
SURFACES FROM EROSION AFTER STREAM RELOCATION CHANNELS
HAVE BEEN COMPLETED AND VEGETATED. SEE EROSION CONTROL
DETAILS.
6. PLANTING SEASON: OCTOBER 15 TO APRIL 15. DURING DROUGHT,
ADDITIONAL MONITORING AND WATERING WILL BE REQUIRED FOR
PLANT SURVIVAL.
7. HAND PLANTING IS REQUIRED FOR ALL WOODY MIX VEGETATION
PLANTINGS. FOLLOW PLANTING AND FERTILIZING INSTRUCTIONS.
FERTILIZER CHART GUIDE
AT PLANTING TIME, FERTILIZE EACH
PLANT WITH SUGGESTED TRIPLE SUPER
PHOSPHATE(0 -42 -0) RECOMMENDATIONS.
AMOUNT
CONTAINER -SIZE
2 TABLESPOONS
1 GAL
3 TABLESPOONS
2 GAL
4 TABLESPOONS
(1/4 CUP) 3 GAL
5 TABLESPOONS
4 GAL
6 TABLESPOONS
5 GAL
THE FOLLOWING SPRING, FOLLOW UP WITH A
BALANCED FERTILIZER (SUCH AS 10- 10 -10)
JUST BEFORE NEW GROWTH APPEARS.
PLANTING:
8. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS MAY BE REPOSITIONED
SLIGHTLY TO AVOID IMPACT.
9. EACH PLANTING HOLE SHALL BE EXCAVATED AND PREPARED BY MIXING THE EXCAVATED MATERIAL INTO A PLANTING
SOIL MIXTURE OF 2 PARTS PINE BARK SOIL CONDITIONER, 2 PARTS TOP SOIL AND 1 PART NATIVE MATERIAL,
THOROUGHLY MIXED.
10. ALL TREES SHOULD BE PLANTED AND FERTILIZED ACCORDING TO DETAILS AND FERTILIZER CHART GUIDE SHOWN ON
THIS SHEET. WHEN HOLE IS ALMOST BACKFILLED, ADD WATER AND ALLOW TO SOAK IN. FILL HOLE TO FINISH GRADE
AND FORM A SHALLOW SAUCER AROUND THE TREE AS SHOWN ON DETAIL. WATER ENTIRE PLANTING AREA
THROUGHLY.
11. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED WITH STAKES AND GUY WIRES TO FIRMLY HOLD
IT IN PLACE. (SEE DETAIL - THIS SHEET)
12. BEFORE PLACING MULCH, USE WEED CONTROL FABRIC AROUND EACH TREE TO A MINIMAL DIAMETER OF 24" AND
FINISH WITH 4 " -6" OF WELL AGED HARDWOOD MULCH.
13. SPRAY TREES AND SHRUBS WITH AN ANTI - DESICCANT IF FOLIAGE IS PRESENT.
COIR SEEDING /PLANTING NOTES:
1. PERMANENT SEEDING IS NOT TO CONTAIN ANY FESCUE GRASSES. PLACE SEEDING
BELOW THE BANKFULL ELEVATION ON THE STREAMBANK (UNDER THE COIR MATTING).
2. SPREAD SEED UNIFORMLY AT COIR FIBER MATTING AT CHANNEL BANKS.
3. STABILIZE ALL EXPOSED AREAS AT STREAM BANKS WITH THE PERMANENT
RIPARIAN BUFFER SEED MIX SHOWN BELOW.
4. SILKY WILLOW & SILKY DOGWOOD TREES PLANTED IN COIR TO BE PLACED AS SHOWN.
PLANT IRONWOOD TREES SPACED EVENLY ALONG TOP OF BANK AS SHOWN (APPROX. 25' APART)
5. WATER CONTAINER PLANTS THOROUGHLY AT PLANTING AND WEEKLY DURING THE FIRST GROWING SEASON.
6. PLANTS SHALL BE WARRANTED FOR 80% SURVIVAL AT ONE -YEAR AFTER PLANTING, IF AT THE END OF
ONE -YEAR 20% OR MORE PLANTS ARE DEAD OR DEAD LIKE CONDITION, RE- PLANTING OF SUFFICIENT STOCK
TO COMPLY WITH AN 80% SURVIVAL RATE SHALL BE PERFORMED.
7. SEE TECHNICAL SPECIFICATIONS FOR INSTALLATION, APPLICATION AND ALL SPECIFICATIONS
FOR SEEDING, WOODY AND HERBACEOUS VEGETATION
REV
REVISIONS
BY
DATE
2
z x< �
a�cnw
RICE CUT GRASS (LEERSIEA ORYZOIDES)
20
0.25
° z i
ch w
SHWITCHGRASS (PANICUM VIRGATUM)
25
10
a- w m cD
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15 -199 -002
PREPARED BY:
�JEWELL
IP ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
LEGEND
VEGETATED GEOLIFT WITH
PERM SEED MIX #1 AND BRUSH CUTTINGS
STREAMBANKS WITH PERM SEED MIX #1
COIR MATTING AND LIVE STAKES
PERMANENT SEED MIX #2
x BUFFER /FLOOD AREAS
SEED MIX #3 HERBACEOUS (GRASSY) VEGETATION
EXISTING VEGETATION TO REMAIN
(UNDISTURBED HERBACEOUS) OR USE
PARK LAWN AS NEEDED.
PLANTING LIST
PERCENT DENSITY
)BS /AC
~ °
z z
JOE -PYE -WEED( EUPATORIUM FISTULOSUM)
20
2
z x< �
a�cnw
RICE CUT GRASS (LEERSIEA ORYZOIDES)
20
0.25
° z i
ch w
SHWITCHGRASS (PANICUM VIRGATUM)
25
10
a- w m cD
FOX SEDGE (CAREX VULPINOIDEA)
TOTAL
35
3.0
100%
°
DEER TONGUE (PANICUM CLANDESTINUM)
15
1.2
z �o
SOFT RUSH (JUNCUS EFFUSUS)
20
2.0
Lli
z
HOP SEDGE (CAREX LUPULINA))
25
2.0
X-i
ch ° w
LL_
VIRGINIA WILDRYE (ELYMUS VIRGINICUS)
15
15
UJ
cn D
BLACK EYED SUSAN (RUDBEKIA HIRTA)
10
5
m
WEEPING LOVE GRASS (ERAGROSTIS CURVULA)
15
5 -7
° x z Lj
TOTAL
100%
m a
CENTIPEDED GRASS (EREMOCHLOA SP.)
100
45
�w��vQ
w
C/)
w
QTY
WOODY MIX PLANTING TOTAL 100%
Y
<
TBE
SILKY WILLOW (SALIX SERICEA) x
LIVE STAKE PER SPECIFICATION
cn
>
LIVE STAKE PER SPECIFICATION
J
TB
SILKY DOGWOOD (CURNUS AMOMUM) •
CD
TB
IRONWOOD (CARPINUS CAROLINIANA)
BARE ROOT 1/0 SEEDLING
��
RANDOMLY PLACED
�
z
J
TB
*SYCAMORE
o_
(PLATANUS OCCIDENTALIS)
CONTAINER #3
w
Lli
I-
TB
WATER OAK (QUERCUS NIGRA)
CONTAINER #3
*SUBSTITUTION WITH LOCAL SALVAGE TREES (2FT - 5FT TALL)
MAY BE USED IN PLACE OF CONTAINER TREES. FOLLOW PLANTING
INSTRUCTIONS 4/C7.1. INCLUDE ROOT BALL BY DIGGING AT 12"
MIN. AWAY FROM TRUNK (24" DIAMETER).
81 d�/Vj
Q)
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- _ - / \ / /�� 0. c
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6n. T
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P ROXIMATE LOC ON
B EE rdMEMH= 777.
MOVE ----TN V = 7 TOP MH= 776.21 r / T
/�1 753.57 T- T -
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PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
�u
Winston-Sal em - Forsyth County
ounty Ubli LQS
ester - Server • Solid Waste Disposal
STREAMBANK STABILIZATION PROJECTS
MILL CREEK
PLANTING PLAN
SHEET NO.I
MC 5.0

0
a
o
SCALE
HORIZONTAL: 1"=40'
VERTICAL: 1"=4'
GROUT ANNULA
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EDMIO-NT NATURAL GAS CO.
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FLAT TOP SECTIONS USED
SHALL BE DESIGNED TO
SUPPORT AN H -20 WHEEL
LOAD. USE of A FLAT TOP
MUST BE APPROVED BY
THE ENGINEER.
TYPE 1 OR 2
RING AND COVER -
TYPE 2 TO BE
BOLTED TO CONE -
W/ 4• -TYPE 304
STAINLESS STEEL
EXPANSION ANCHORS
(3/4" HILTI KWIK BOLT
OR APPROVED EQUAL)
MAX. 3 COURSES OF BRICK
(8 IN,) OR 2 -5" GRADE
RINGS MAY BE ADDED
VERTICALLY.
(NOT ALLOWED WITH
TYPE 2 RING & COVER)
NO. E -1248
2' -0"
SCALE: 1"=40'
3 3•�
��w
MAX 24" FROM
�o
TOP OF RING &
(0
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FLAT TOP SECTIONS USED
SHALL BE DESIGNED TO
SUPPORT AN H -20 WHEEL
LOAD. USE of A FLAT TOP
MUST BE APPROVED BY
THE ENGINEER.
TYPE 1 OR 2
RING AND COVER -
TYPE 2 TO BE
BOLTED TO CONE -
W/ 4• -TYPE 304
STAINLESS STEEL
EXPANSION ANCHORS
(3/4" HILTI KWIK BOLT
OR APPROVED EQUAL)
MAX. 3 COURSES OF BRICK
(8 IN,) OR 2 -5" GRADE
RINGS MAY BE ADDED
VERTICALLY.
(NOT ALLOWED WITH
TYPE 2 RING & COVER)
NO. E -1248
2' -0"
SCALE: 1"=40'
3 3•�
��w
MAX 24" FROM
�b
TOP OF RING &
�
O
COVER TO TOP STEP- -
TOP STEP MUST BE
IN CONE SECTION
O y
y
Sao
ECCENTRIC
^J
16" O.C.
CONE SECTION
ow-
U U
aF
4' - 0"
. d
STEPS NOT TO BE PLACED
z
v o
OVER INFLUENT OR EF-
u a
w
FLUENT PIPES. STEPS TO
, <.
BE ALONG VERTICAL WALL
4
SURFACE FROM SHELF TO
o
5
MAX.22"
TOP OF GONE.
W
NOTE: DO NOT BOLT RING
x
:I �.
:.6$ ., •.; .
TO CONE IF DIRT OR
a,a
� a-o�
r �-
CONCRETE SURROUNDS
THE RING (EX: YARD,
I~ E
OO k RD
SHOULDER, ETC.)
FOUR FOOT MANHOLE TO BE
USED FOR PIPE WITH A DIAMETER
OF LESS THAN 18" UNLESS OTHER-
WISE SPECIFIED BY THE ENGINEER.
PRECAST CONCRETE MANHOLES SHALL
CONFORM TO ASTM C --478. MANHOLES
MUST BE ALLOWED TO CURE A MIN-
IMUM OF 3 DAYS PRIOR TO SHIPMENT.
THE DATE OF MANUFACTURE AND NAME
OF MANUFACTURER SHALL BE ON ALL
MANHOLE SECTIONS. CONCRETE SHALL
BE 4,000 PSI. CIRCUMFERENTIAL
REINFORCEMENT WILL BE PLACED AT A
MINIMUM OF 0.12 SQ. INS. PER
LINEAL FOOT.
BUTYL RUBBER GASKET UNDER RING
AND ALL GRADE RINGS
FORSHEDA 114 OR BUTYL RUBBER
GASKET IN ALL JOINTS. JOINTS ON
OUTSIDE OF MANHOLE TO BE
WRAPPED WITH 6" WIDE BUTYL
ADHESIVE TAPE. ALL LIFT HOLES
SHALL BE COMPLETELY FILLED WITH
NON- SHRINK GROUT AFTER
MANHOLE IS SET,
RISER SECTION
5"
FLEXIBLE CONNECTOR
BASE SECTION
CITY OF WINSTON -SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 9 -1 -08
R: \Data \AutoCad Stuff \Util'ity Spec Draw €ngs /precast..•.4mh.dwg
CIPP NOTES:
1. CIPP SHALL BE INSITUFORM OR APPROVED EQUAL
APPROVED
VII -8
UTILITY NOTES:
1. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL,
FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAPPED ACCESSIBILITY, NATIONAL ELECTRICAL
CODES, AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING
JURISDICTION.
2. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE
SYSTEMS BY THE OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS
CONTRACT.
3. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR
PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
4. EXCAVATIONS EXCEEDING 20 FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM DESIGNED BY
A REGISTERED PROFESSIONAL ENGINEER.
5. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR SCHEMATIC. THE LOCATIONS
ARE BASED ON ACTUAL FIELD SURVEYS AND AVAILABLE RECORDS, CONTRACTOR SHALL FIELD VERIFY LOCATION
OF ALL EXISTING UNDERGROUND UTILITIES AND UNDERGROUND STRUCTURES AND VERIFY REQUIRED COVER AND
CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER.
6. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 1- 800 - 632 -4949 AT LEAST 48 HOURS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF WINSTON -SALEM & NCDENR PUBLIC UTILITIES
STANDARDS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND /OR RELOCATION OF ALL EXISTING UTILITIES IN
COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL
EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
CONTRACTOR NOTES:
NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB,
OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE
NOTED.
CONTRACTOR TO:
1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR
DISCREPANCIES WITH SITE OR PROJECT PRIOR TO CONSTRUCTION.
2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH LEVEL OF
SAFETY DURING ALL PHASES OF CONSTRUCTION.
3. CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES
TO THE ENGINEER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION.
4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL,
STATE OR LOCAL CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOFROLL AND
ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO ENGINEER FOR REQUIRED
CONSTRUCTION OBSERVATION RELATED TO CERTIFICATION OF ROADWAY, WATER SYSTEM,
PAVEMENT, ETC.
5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND
UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE SHOWN ARE BASED ON THE
SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE. CONTACT UTILITY LOCATION SERVICE
OR OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO
ANY WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN - TYPICAL. CONTACT ALL
UTILITY COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF
ANY DEMOLITION AND /OR SITE WORK.
6. USE CITY OF WINSTON -SALEM STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK
ITEMS.
GENERAL SITE NOTES:
1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE
INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE
UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
ENGINEER PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S,
PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL DUE
TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND
GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR
DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED
IN ACCORDANCE WITH THE SPECIFICATIONS.
7. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT
SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND
WORKING SYSTEM.
8. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL
CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY
AND LOCAL CODES.
9. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.
THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO UNDERGROUND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON- SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE
CALL" AT 1- 800 - 632 -4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST
48 HOURS PRIOR TO ANY DIGGING.
10. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES.
11. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT
ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS
AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE
CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE
WORK MANDATED BY ANY REGULATORY AUTHORITY.
12. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
13. THIS PIPELINE IS A LIVE SANITARY SEWER OUTFALL AND MAY NOT BE SHUT DOWN.
CONTRACTOR SHALL INCLUDE IN THEIR BID ALL NECESSARY PUMP AROUND COSTS.
PRELIMINARY
NOT FOR CONSTRUCTION
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SIC 7.1
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ISSUE DATE:
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01FA THERWOOD COURr "
► CITY OF NWN, TON SALEM
► WIN.S'TON TOWNSHIP P.O eax 52T7
FORSY7 / COUNTY .F.
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
Winston -Salem - Forsyth County
3e !County ufirfes
Ater - Sewer - Solid Waste his posaI
STREAMBANK STABILIZATION PROJECTS
SALEM CREEK
EXISTING CONDITIONS
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ISSUE DATE:
APRIL 17, 2015
CIJENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER'
15- 199 -002
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27264
OFFICE: (336) 996 -9974
FAX: [phone]
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NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION
CONTROL DEVICES WITHIN THE PROJECT AREA BOUNDARY AS
INDICATED ON PLANS PRIOR TO COMMENCING EARTHWORK.
CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO
THE APPROPRIATE EROSION CONTROL DEVICE.
2. DEMOLITION SHALL INCLUDE TREES, STUMPS, BRUSH, VEGETATION,
TRASH, DEBRIS, WASTE STONE, WASTE PIPING, AND ANY OTHER
UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA
BOUNDARY AND CLEARING LIMITS, UNLESS INDICATED OTHERWISE
ON THESE PLANS OR DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL TAKE GREAT CARE TO NOT DISTURB THE
EXISTING STREAM.
3. TREES ALONG THE STREAM AND WITHIN PORTIONS OF THE
CONSTRUCTION LIMITS THAT DO NOT CONFLICT WITH
CONSTRUCTION OF THE PROPOSED STREAM LOCATION SHALL
REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
4. DEMOLITION SHALL INCLUDE THE REMOVAL OF ALL DEBRIS AT ALL
DRAINAGE DEVICES. THE REMOVAL OF DEBRIS SHALL BE
MAINTAINED BY THE CONTRACTOR TO ALLOW CONSTANT DRAINING
OF THE DEVICES DURING CONSTRUCTION.
5. TEMPORARY STABILIZATION REQUIRED TO PROTECT GROUND
SURFACES FROM EROSION AFTER STREAM RELOCATION CHANNELS
HAVE BEEN COMPLETED AND VEGETATED. SEE EROSION CONTROL
DETAILS.
6. PLANTING SEASON: OCTOBER 15 TO APRIL 15. DURING DROUGHT,
ADDITIONAL MONITORING AND WATERING WILL BE REQUIRED FOR
PLANT SURVIVAL.
7. HAND PLANTING IS REQUIRED FOR ALL WOODY MIX VEGETATION
PLANTINGS. FOLLOW PLANTING AND FERTILIZING INSTRUCTIONS.
FERTILIZER CHART GUIDE
AT PLANTING TIME, FERTILIZE EACH
PLANT WITH SUGGESTED TRIPLE SUPER
PHOSPHATE(0 -42 -0) RECOMMENDATIONS.
AMOUNT
CONTAINER -SIZE
2 TABLESPOONS
1 GAL
3 TABLESPOONS
2 GAL
4 TABLESPOONS
(1/4 CUP) 3 GAL
5 TABLESPOONS
4 GAL
6 TABLESPOONS
5 GAL
THE FOLLOWING SPRING, FOLLOW UP WITH A
BALANCED FERTILIZER (SUCH AS 10- 10 -10)
JUST BEFORE NEW GROWTH APPEARS.
PLANTING:
8. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS MAY BE REPOSITIONED
SLIGHTLY TO AVOID IMPACT.
9. EACH PLANTING HOLE SHALL BE EXCAVATED AND PREPARED BY MIXING THE EXCAVATED MATERIAL INTO A PLANTING
SOIL MIXTURE OF 2 PARTS PINE BARK SOIL CONDITIONER, 2 PARTS TOP SOIL AND 1 PART NATIVE MATERIAL,
THOROUGHLY MIXED.
10. ALL TREES SHOULD BE PLANTED AND FERTILIZED ACCORDING TO DETAILS AND FERTILIZER CHART GUIDE SHOWN ON
THIS SHEET. WHEN HOLE IS ALMOST BACKFILLED, ADD WATER AND ALLOW TO SOAK IN. FILL HOLE TO FINISH GRADE
AND FORM A SHALLOW SAUCER AROUND THE TREE AS SHOWN ON DETAIL. WATER ENTIRE PLANTING AREA
THROUGHLY.
11. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED WITH STAKES AND GUY WIRES TO FIRMLY HOLD
IT IN PLACE. (SEE DETAIL — THIS SHEET)
12. BEFORE PLACING MULCH, USE WEED CONTROL FABRIC AROUND EACH TREE TO A MINIMAL DIAMETER OF 24" AND
FINISH WITH 4 " -6" OF WELL AGED HARDWOOD MULCH.
13. SPRAY TREES AND SHRUBS WITH AN ANTI — DESICCANT IF FOLIAGE IS PRESENT.
COIR SEEDING /PLANTING NOTES:
1. PERMANENT SEEDING IS NOT TO CONTAIN ANY FESCUE GRASSES. PLACE SEEDING
BELOW THE BANKFULL ELEVATION ON THE STREAMBANK (UNDER THE COIR MATTING).
2. SPREAD SEED UNIFORMLY AT COIR FIBER MATTING AT CHANNEL BANKS.
3. STABILIZE ALL EXPOSED AREAS AT STREAM BANKS WITH THE PERMANENT
RIPARIAN BUFFER SEED MIX SHOWN BELOW.
4. SILKY WILLOW & SILKY DOGWOOD TREES PLANTED IN COIR TO BE PLACED AS SHOWN.
PLANT IRONWOOD TREES SPACED EVENLY ALONG TOP OF BANK AS SHOWN (APPROX. 25' APART)
5. WATER CONTAINER PLANTS THOROUGHLY AT PLANTING AND WEEKLY DURING THE FIRST GROWING SEASON.
6. PLANTS SHALL BE WARRANTED FOR 80% SURVIVAL AT ONE —YEAR AFTER PLANTING, IF AT THE END OF
ONE —YEAR 20% OR MORE PLANTS ARE DEAD OR DEAD LIKE CONDITION, RE— PLANTING OF SUFFICIENT STOCK
TO COMPLY WITH AN 80% SURVIVAL RATE SHALL BE PERFORMED.
7. SEE TECHNICAL SPECIFICATIONS FOR INSTALLATION, APPLICATION AND ALL SPECIFICATIONS
FOR SEEDING, WOODY AND HERBACEOUS VEGETATION
'`'
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REV
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DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15 -199 -002
PREPARED BY:
�JEWELL
IP ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
�u
mill
Winston-Sal em - Forsyth County
ounty Ubli LQS
ester - Server - Solid Waste Disposal
LEGEND
VEGETATED GEOLIFT WITH
PERM SEED MIX #1 AND BRUSH CUTTINGS
STREAMBANKS WITH PERM SEED MIX #1
COIR MATTING AND LIVE STAKES
* PERMANENT SEED MIX #2
BUFFER /FLOOD AREAS
SEED MIX #3 HERBACEOUS (GRASSY) VEGETATION
EXISTING VEGETATION TO REMAIN
(UNDISTURBED HERBACEOUS) OR USE
PARK LAWN AS NEEDED.
PLANTING LIST
PERCENT DENSITY
)BS /AC
~°
z z
JOE -PYE -WEED( EUPATORIUM FISTULOSUM)
20
2
Q5 �
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� ° z o
SHWITCHGRASS (PANICUM VIRGATUM)
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TOTAL
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°
DEER TONGUE (PANICUM CLANDESTINUM)
15
1.2
z � °o
SOFT RUSH (JUNCUS EFFUSUS)
20
2.0
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VIRGINIA WILDRYE (ELYMUS VIRGINICUS)
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BLACK EYED SUSAN (RUDBEKIA HIRTA)
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100
45
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WOODY MIX PLANTING TOTAL 100%
TB
SILKY WILLOW (SALIX SERICEA) X
LIVE STAKE PER SPECIFICATION
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J
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SILKY DOGWOOD (CURNUS AMOMUM) •
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w
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WATER OAK (QUERCUS NIGRA)
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*SUBSTITUTION WITH LOCAL SALVAGE TREES (2FT - 5FT TALL)
MAY BE USED IN PLACE OF CONTAINER TREES. FOLLOW PLANTING
INSTRUCTIONS 4/C7.1. INCLUDE ROOT BALL BY DIGGING AT 12"
MIN. AWAY FROM TRUNK (24" DIAMETER).
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ANDS TANDARD LID WEIGHT 152 I Ds.
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NOTES
I. PRECAST CONCRETE TOP SLAB TO BE USED WHERE
HEAD ROOM IS REOUIREO,
2. PRECAST 6' THICK CONCRETE SLAB WITH #4 EPDXY
COATED REBARS 4' CIC BOTHWAYS.
3. PROVIDE FOUR 44 REBAR LUGS FOR HANDLING.
CUT THE LUGS AFTER PLACING THE SLAB IN POSITION,
4. PROVIDE 24 -INCH DIAMETER OPENING IN THE
CENTER OR AS REOUIREC.
_CONTRACTOR NOTES:
NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB,
OR TO THE CENTER OF STRUCTURES SUCH AS INLETS SIGN POSTS ETC. , UNLESS OTHERWISE
- NOTED.
/ CONTRACTOR TO:
O / oP = C
P ALVE = 749 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR
DISCREPANCIES 2. COORDINATE WITH THE SITE PROJECT
OR PRIOR
OFOCONS CONSTRUCTION.
RAILROAD SPIKE IN INSURE A HIGH LEVEL OF
- � \ ' \ / \/
/ TREE ELEVATION 731.97' I o / SAFETY DURING ALL PHASES OF CONSTRUCTION.
3. CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES
\ I N� I TO THE ENGINEER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION.
4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL
I /� / / �6 R \ I STATE OR LOCAL CERTIFICATIONS INCLUDING BUT NOT LIMITED TO PROOFROLL AND
ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO ENGINEER FOR REQUIRED
6824 -44 -5328 CONSTRUCTION OBSERVATION RELATED TO CERTIFICATION OF ROADWAY, WATER SYSTEM,
GEORGE J, VLASIS I
M TI w PAVEMENT, ETC.
D.B. 10 8 G. 10 I M ���� I 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND
D.B. 1028 PG. 10 \ / / / J -
UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE SHOWN ARE BASED ON THE
I / I ° °� / 68 -4--44-7234 44 7234 SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE. CONTACT UTILITY LOCATION SERVICE
OP E H wA R .92 l OV AND REPLACE /I I D.B. N20844>GT0 502 IRS OR OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO
I�P = 7 4.62 WA ERLINE VALVE WI T ss 73 / .77 ANY WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN - TYPICAL. CONTACT ALL
O �
V UTILITY COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF
I I \ �� ,T i \,
= I �+ INV 722.07 ANY DEMOLITION AND /OR SITE WORK.
6. USE CITY OF WINSTON -SALEM STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK
E M I \ I ITEMS.
I \/ H 30 OYR
-TOP OF PIP� = 72 I
� D PCCE55
\ 'o
�S H�39.03
C V. 721.63
\ \
\ \ /
D \
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5. THE LOCATION OF MANHOLE TO BE DETERMINED
ON INDIVIDUAL BASIS.
BUTTERFLY VALVE BASIN
PRECAST CONCRETE
\ \\\
UTILITY NOTES:
1. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAPPED ACCESSIBILITY, NATIONAL ELECTRICAL CODES, AND NATIONAL FIRE PROTECTION
ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION.
2. CONTRACTOR SHALL GUARANTEE, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE SYSTEMS BY THE OWNER, EACH AND EVERY PIECE OF APPARATUS WHICH HAS BEEN INSTALLED UNDER THIS CONTRACT.
3. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
4. EXCAVATIONS EXCEEDING 20 FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.
5. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE OR SCHEMATIC. THE LOCATIONS ARE BASED ON ACTUAL FIELD SURVEYS AND AVAILABLE RECORDS, CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND
UNDERGROUND STRUCTURES AND VERIFY REQUIRED COVER AND CLEARANCES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER.
6. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT 1- 800 - 632 -4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENTLY.
7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF WINSTON -SALEM & NCDENR PUBLIC UTILITIES STANDARDS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND /OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY.
9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
GENERAL SITE NOTES:
1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE
INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE
UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
ENGINEER PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S,
PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND /OR MATERIAL DUE
TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND
GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR
DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED
IN ACCORDANCE WITH THE SPECIFICATIONS.
7. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT
SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND
WORKING SYSTEM.
8. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL
CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY
AND LOCAL CODES.
9. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.
THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO UNDERGROUND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON- SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE
CALL" AT 1- 800 - 632 -4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST
48 HOURS PRIOR TO ANY DIGGING.
10. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES.
11. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT
ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR
FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS
AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE
CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE
WORK MANDATED BY ANY REGULATORY AUTHORITY.
12. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
VALVE SIZE
A
Q
C
D
E
F
G
x
24 -IKH
To
185+8
31V
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16
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30'
616
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2438
39'
18'
1l %'
20
t
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to,
36-1 NCR
23. `
28 "4'
4516'
22'
2'
24
1'
43148
14'
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29'T8
3218
53'
22'
2'
28
1114
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2.
32
11 +4 1
51 "42'
16'
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GS
X = LAYING LENGTH
INSTALLATION DIAGRAM
2142' SO. NUT
COUNTER CLOCKWISE TO CLOSE
UNLESS OTHERWISE SPECIFIED
F - NO. AND SIZE OF BOLTS.
F STRADDLE CENTERLINE.
GEAR
3112" SPACE REQUIRED FOR
THRUST BEARING COVER REMOVAL
IL
a
O
NOTE:
1. BUTTERFLY VALVES SHALL BE MANUFACTURED IN ACCORDANCE WITH
AWWA SPECIFICATION C-504 -87. CLASS 1508. SHORT BODY VALVE WITH
MECHANICAL JOINT ACCESSORIES.
2. OPERATORS ARE EQUIPPED WITH OPEN /CLOSE INDICATING ARROW.
ASSEMBLY OPEN CLOCKWISE.
BUTTERFLY VALVE
M �mz o WIV
PAINT: TWO PART EPDXY PR[ME COAT
WITH Two PART POLYURETHANE
TOP COAT COLOR -U.S. PAINT
#G9028 'SUN YELLOW"
SEALANT: POLYURETHANE
ADJUSTING SCREW: ALLOY STEEL
ANSI 816,6
NUT: CAST IRON ASTM A48
SPRING GUIDE: ALLOY STEEL
AISI 411.40
BEARING 8ALLa NFGS. STO.
SPRING: CRV SPRING STEEL DIM 2093
CASKETS: CELLULOSE FIBER - STYRENE
BUTADIENE
DRIVE PLATE; CARBON STEEL AISI 1045
DRIVE ROLLER: ALLOY STEEL
AISI 41L40
RETAINER: CAST IRON ASTM A48
SPLINE HD SCREW: ALLOY STEEL
ANSI 618.3 ENI PLATED
WASHER: POLYDISULFIDE FILLED NYLON
SEAL RING: NITRILE BUTADIENE
DETENT PIECE: SAE 123C CAST IRON
SO HO SET SCREW: ALLOY STEEL
'12� x I' ANSI B18.6 ENI PLATED
SOCKET HD SCREW: ALLOY STEEL
ANSI 018.3 ENI PLATED
SOCKET: CAST IRON ASTM A48
TORQUE OVERLOAD PROTECTOR
PRELIMINARY
NOT FOR CONSTRUCTION
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# I DATE I ISSUED FOR
OCOMM -05
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- - - - - -- TELEPHONE
- °- °- ° - ° - -- GAS
OVERHEAD WIRE
WATER
PROJECT NO. E -1248
E E ELECTRICAL
EASEMENT
FENCE
DATE: 4/17/15
•••,= SEWER
-- - - -- -- - - -- STORM
SCALE: 1"=30'
DWG. BY: MBW
FLOW LINE
- PLAT LINE
CHK. BY: VWS
GRAPHIC SCALE
1 1 1 30 60
SIC 7.1
1 inch = 30 ft.
UTILITY PLAN

REV REVISIONS BY DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
VICINITY MAP
,i_
LEGEND /
Shea standard .ymb fs 11
be found in the drawing. It
SOLLARO Or WATER VA( r- of
4 CA'01 BASIN
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_ _ _ _ _ _ _ - - _ _ EASEMENT
:... •'S' .—.. • 5 ' a • a SY FENCE SEW
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_ - PLAT LANE
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/ ,1
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
/r /I �--
/ A
706
fill
/
PRELIMINARY1
DO NOT USE
FOR CONSTRUCTION
rL3 i
Winston -Salem - Forsyth County
� linty Utififies
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72-18
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EEE CONSUL 77NG INC. S
UT TO SALEM CREEK
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ST2EAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
EXISTING CONDITIONS
SHEET NO.I
UT 2.0
y0. "�" ff,
UTILITY NOTES
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5s
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ground appurtenono03 only. Superior locate uU ;ty markin9 cor✓octor
loccled undargrourd uUitbe oy above ground electronic detection.
_
K �++
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L -3881
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;i
Doyid J Sgral, —Ify that ehi. moo sae Orono I,—,
g 'Q
my Npenfe'on from an actual GPS (or GLASS) survey made urdre my
NOTES:
' i J.
WperVlifon and ,h. ftfla.ag .nfanrmilon .o. used to perform the WMy
•"` 'rnmme *''`
Car of wrtwy! oink, A
1. SfIE IS !A&AG'/ 10 ALL L45fAfLNl5, R/W AND AGRLD]AENT3
PeHtlenG eoarocp 0.05'
OF wil PRIOR TO rw nArr Or nir sell
Typ. of GPS (err ON5S) field procmure: NC VRS
Z. ALL MTIAIGO ARE NORIZIOWAL GRIOUACI UU&M 07NERWW .VOTED
oate(s) at survey - SEPT 10. 21114
ch : NAO (2011)
Ootol
J. NA RFAI7WGS ARF RFFFRENCEC TO NC ARO GW NORRf (?0P 11.
i;
Puollahad /OAad control: WS
hed/
4. AREA CONPUfLD BY GOOy WAKE "DAIEIRY.
Geeld modal: (12o)
S. PVOPERTY UOES LIE W A SPECIAL FLOOD NAIi1R0 AREA AS BY NC FLOOD AMP
Comb,nr rar fdetar.0.9999379
J710881JN.1A , EFFE•CTMy OATF .MN 02 7008
Untl.: U.S. sl
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
VICINITY MAP
,i_
LEGEND /
Shea standard .ymb fs 11
be found in the drawing. It
SOLLARO Or WATER VA( r- of
4 CA'01 BASIN
0 CLEAN OUT - FIN s-f:'i
OEAOSRNG 0014 (I.P) • nrl SI -T O.7R
•ELECTRIC METER n Ser ART!
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■GUv WRE FLAG N /
*L' LIGHT 0O,t � IRAhSFORMEFt PPE
MAIL 8011 +_ $a0T E:EVARb1 n
MANHOLE POWER POLE
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. INEE ® CAS MARNt:N SICK
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• - -M —W— WATER /
E —E —E ELECTRICAL
_ _ _ _ _ _ _ - - _ _ EASEMENT
:... •'S' .—.. • 5 ' a • a SY FENCE SEW
A7,� S1ow
S /
FLOW UNE
_ - PLAT LANE
� e I dTlde
KID NAIL CONTROL POINT at,*}
NC SPC COORDS ® + \ 9 \
If A'NAtr
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/
SCLURINV. - 7 7 .
108.38 �OP MII- 7T1.02
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•' // //v / 089 F /-+ _ ~i pry (`°�
'•e..ei�' / /� //'
/
/ ,1
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
/r /I �--
/ A
706
fill
/
PRELIMINARY1
DO NOT USE
FOR CONSTRUCTION
rL3 i
Winston -Salem - Forsyth County
� linty Utififies
Ater - Sewer - Solid Waste Disposal
72-18
If
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y AP
' � "
I ri;y k .-mar ut
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EEE CONSUL 77NG INC. S
UT TO SALEM CREEK
CITY OF W/NSTON SALEM yds AilsO
ST2EAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
EXISTING CONDITIONS
SHEET NO.I
UT 2.0

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REV REVISIONS BY DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
i
10 0 yR
10 \ —
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YI
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W
116111- SCALE: 1"= 20' (HORZ)
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
ru
Winston -Salem - Forsyth County
� linty U th iffier?
Ater - Sewer - Solid Waste Disposal
SEE REMAINING
CROSS SECTIONS
SHEET UT 4.1
PROPOSED STREAM STABILIZATION COMPONENTS
ARE NOT SHOWN IN CROSS SECTION VIEW, BUT
WILL BE SHOWN IN FINAL PLAN SET.
STREAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
PLAN &PROFILE SHEET
SHEET NO.I
UT 4.01

i ry
'7
%08.38
12 -2009
ZONE AE FLOOD MAP 3X06,91300J
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D.B 993 PG. 162 - 0 I
X s s - - - -- S ,--SEE DETAIL 4/10 x
TOP M H — 708,60 - -- -- S s J J — \ — — — — X ------ - - - - --
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- - - -- --
ASPHALT -- - --
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»w
X31
60D NAIL CONTROL POINT 5
0 10' 20' 40' 60' NC SPC COORDS
SCALE: 1"= 20' (HORZ) N: 835872.50 E:1615541.29
1" = 2' (VERT)
X
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ZONE AE FLOOD MAP 3X06,91300J
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INSTALL ROCK VAN E (TYP) -
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V NSTALL CROSS VANE (TYP)
--]L-V. = 708.2 RG
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Q� a_
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\ \ \
X _ �
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Q -
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PIN 6813 -56 -9723
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CITY OF WINSTON SALEM %C -- - - - - -- -- _s �s RIFFLE (TYP) o _ pP0 k \
D.B 993 PG. 162 - 0 I
X s s - - - -- S ,--SEE DETAIL 4/10 x
TOP M H — 708,60 - -- -- S s J J — \ — — — — X ------ - - - - --
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- - - -- --
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»w
X31
60D NAIL CONTROL POINT 5
0 10' 20' 40' 60' NC SPC COORDS
SCALE: 1"= 20' (HORZ) N: 835872.50 E:1615541.29
1" = 2' (VERT)
X
REV REVISIONS BY DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
- TOP MH— 709.34
- CL INV — 701 Oq
-- --
- -
X- - -- -- - -- - - -��
— — z - 710
60D NAIL CONTROL POINT
NC SPC COORDS x \
N: 835464.90 x X x
x
E:1615188.94
L4 COON � \
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S
E
I C
NC
01.50
0
0
0+50
REV REVISIONS BY DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
- TOP MH— 709.34
- CL INV — 701 Oq
-- --
- -
X- - -- -- - -- - - -��
— — z - 710
60D NAIL CONTROL POINT
NC SPC COORDS x \
N: 835464.90 x X x
x
E:1615188.94
L4 COON � \
PREPARED BY:
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
PROPOSED STREAM STABILIZATION COMPONENTS
ARE NOT SHOWN IN CROSS SECTION VIEW, BUT
WILL BE SHOWN IN FINAL PLAN SET.
3e
Winston -Salem - Forsyth County
� linty ULilifies
Ater - Sewer • Solid Waste his posaI
STREAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
PLAN &PROFILE SHEET
SHEET NO.I
UT 4.1
S
E
I
ND
01-50
0-700
0+50
PREPARED BY:
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
PROPOSED STREAM STABILIZATION COMPONENTS
ARE NOT SHOWN IN CROSS SECTION VIEW, BUT
WILL BE SHOWN IN FINAL PLAN SET.
3e
Winston -Salem - Forsyth County
� linty ULilifies
Ater - Sewer • Solid Waste his posaI
STREAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
PLAN &PROFILE SHEET
SHEET NO.I
UT 4.1

NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION
CONTROL DEVICES WITHIN THE PROJECT AREA BOUNDARY AS
INDICATED ON PLANS PRIOR TO COMMENCING EARTHWORK.
CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO
THE APPROPRIATE EROSION CONTROL DEVICE.
2. DEMOLITION SHALL INCLUDE TREES, STUMPS, BRUSH, VEGETATION,
TRASH, DEBRIS, WASTE STONE, WASTE PIPING, AND ANY OTHER
UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA
BOUNDARY AND CLEARING LIMITS, UNLESS INDICATED OTHERWISE
ON THESE PLANS OR DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL TAKE GREAT CARE TO NOT DISTURB THE
EXISTING STREAM.
3. TREES ALONG THE STREAM AND WITHIN PORTIONS OF THE
CONSTRUCTION LIMITS THAT DO NOT CONFLICT WITH
CONSTRUCTION OF THE PROPOSED STREAM LOCATION SHALL
REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
4. DEMOLITION SHALL INCLUDE THE REMOVAL OF ALL DEBRIS AT ALL
DRAINAGE DEVICES. THE REMOVAL OF DEBRIS SHALL BE
MAINTAINED BY THE CONTRACTOR TO ALLOW CONSTANT DRAINING
OF THE DEVICES DURING CONSTRUCTION.
5. TEMPORARY STABILIZATION REQUIRED TO PROTECT GROUND
SURFACES FROM EROSION AFTER STREAM RELOCATION CHANNELS
HAVE BEEN COMPLETED AND VEGETATED. SEE EROSION CONTROL
DETAILS.
6. PLANTING SEASON: OCTOBER 15 TO APRIL 15. DURING DROUGHT,
ADDITIONAL MONITORING AND WATERING WILL BE REQUIRED FOR
PLANT SURVIVAL.
7. HAND PLANTING IS REQUIRED FOR ALL WOODY MIX VEGETATION
PLANTINGS. FOLLOW PLANTING AND FERTILIZING INSTRUCTIONS.
FERTILIZER CHART GUIDE
AT PLANTING TIME, FERTILIZE EACH
PLANT WITH SUGGESTED TRIPLE SUPER
PHOSPHATE(0 -42 -0) RECOMMENDATIONS.
AMOUNT
CONTAINER -SIZE
2 TABLESPOONS
1 GAL
3 TABLESPOONS
2 GAL
4 TABLESPOONS
(1/4 CUP) 3 GAL
5 TABLESPOONS
4 GAL
6 TABLESPOONS
5 GAL
THE FOLLOWING SPRING, FOLLOW UP WITH A
BALANCED FERTILIZER (SUCH AS 10- 10 -10)
JUST BEFORE NEW GROWTH APPEARS.
PLANTING:
8. AREAS TO BE PLANTED ARE SHOWN ON THE PLAN. IF UTILITIES ARE ENCOUNTERED, PLANTS MAY BE REPOSITIONED
SLIGHTLY TO AVOID IMPACT.
9. EACH PLANTING HOLE SHALL BE EXCAVATED AND PREPARED BY MIXING THE EXCAVATED MATERIAL INTO A PLANTING
SOIL MIXTURE OF 2 PARTS PINE BARK SOIL CONDITIONER, 2 PARTS TOP SOIL AND 1 PART NATIVE MATERIAL,
THOROUGHLY MIXED.
10. ALL TREES SHOULD BE PLANTED AND FERTILIZED ACCORDING TO DETAILS AND FERTILIZER CHART GUIDE SHOWN ON
THIS SHEET. WHEN HOLE IS ALMOST BACKFILLED, ADD WATER AND ALLOW TO SOAK IN. FILL HOLE TO FINISH GRADE
AND FORM A SHALLOW SAUCER AROUND THE TREE AS SHOWN ON DETAIL. WATER ENTIRE PLANTING AREA
THROUGHLY.
11. IMMEDIATELY AFTER A TREE IS PLANTED, IT SHOULD BE SUPPORTED WITH STAKES AND GUY WIRES TO FIRMLY HOLD
IT IN PLACE. (SEE DETAIL - THIS SHEET)
12. BEFORE PLACING MULCH, USE WEED CONTROL FABRIC AROUND EACH TREE TO A MINIMAL DIAMETER OF 24" AND
FINISH WITH 4 " -6" OF WELL AGED HARDWOOD MULCH.
13. SPRAY TREES AND SHRUBS WITH AN ANTI - DESICCANT IF FOLIAGE IS PRESENT.
COIR SEEDING /PLANTING NOTES:
1. PERMANENT SEEDING IS NOT TO CONTAIN ANY FESCUE GRASSES. PLACE SEEDING
BELOW THE BANKFULL ELEVATION ON THE STREAMBANK (UNDER THE COIR MATTING).
2. SPREAD SEED UNIFORMLY AT COIR FIBER MATTING AT CHANNEL BANKS.
3. STABILIZE ALL EXPOSED AREAS AT STREAM BANKS WITH THE PERMANENT
RIPARIAN BUFFER SEED MIX SHOWN BELOW.
4. SILKY WILLOW & SILKY DOGWOOD TREES PLANTED IN COIR TO BE PLACED AS SHOWN.
PLANT IRONWOOD TREES SPACED EVENLY ALONG TOP OF BANK AS SHOWN (APPROX. 25' APART)
5. WATER CONTAINER PLANTS THOROUGHLY AT PLANTING AND WEEKLY DURING THE FIRST GROWING SEASON.
6. PLANTS SHALL BE WARRANTED FOR 80% SURVIVAL AT ONE -YEAR AFTER PLANTING, IF AT THE END OF
ONE -YEAR 20% OR MORE PLANTS ARE DEAD OR DEAD LIKE CONDITION, RE- PLANTING OF SUFFICIENT STOCK
TO COMPLY WITH AN 80% SURVIVAL RATE SHALL BE PERFORMED.
7. SEE TECHNICAL SPECIFICATIONS FOR INSTALLATION, APPLICATION AND ALL SPECIFICATIONS
FOR SEEDING, WOODY AND HERBACEOUS VEGETATION
LEGEND
VEGETATED GEOLIFT WITH
PERM SEED MIX #1 AND BRUSH CUTTINGS
STREAMBANKS WITH PERM SEED MIX #1
COIR MATTING AND LIVE STAKES
PERMANENT SEED MIX #2
x BUFFER /FLOOD AREAS
SEED MIX #3 HERBACEOUS (GRASSY) VEGETATION
EXISTING VEGETATION TO REMAIN
(UNDISTURBED HERBACEOUS) OR USE
PARK LAWN AS NEEDED.
PLANTING LIST
PERCENT DENSITY
)BS /AC
~°
z z
JOE -PYE -WEED( EUPATORIUM FISTULOSUM)
BY
20
2
z -
RICE CUT GRASS (LEERSIEA ORYZOIDES)
20
0.25
: ° z o
(PANICUM VIRGATUM)
25
10
SHWITCHGRASS
w
bi U) m cD
a-
FOX SEDGE (CAREX VULPINOIDEA)
TOTAL
35
3.0
100%
°
DEER TONGUE (PANICUM CLANDESTINUM)
15
1.2
z �o
SOFT RUSH (JUNCUS EFFUSUS)
20
2.0
QX �
HOP SEDGE (CAREX LUPULINA))
25
2.0
Of ° w
LL_
VIRGINIA WILDRYE (ELYMUS VIRGINICUS)
15
15
a- UJ LL_
BLACK EYED SUSAN (RUDBEKIA HIRTA)
10
5
m
WEEPING LOVE GRASS (ERAGROSTIS CURVULA)
15
5 -7
° xm za Lj
TOTAL
100%
u���Q
CENTIPEDED GRASS (EREMOCHLOA SP.)
100
45
W
U)
w
QTY
WOODY MIX PLANTING TOTAL 100%
<
TB
SILKY WILLOW (SALIX SERICEA) �(
LIVE STAKE PER SPECIFICATION
cn
>
LIVE STAKE PER SPECIFICATION
TB
SILKY DOGWOOD (CURNUS AMOMUM) •
z
TB
IRONWOOD (CARPINU O S CAROLINIANA)
BARE ROOT 1/0 SEEDLING
RANDOMLY PLACED
z
Q
w
TB
*SYCAMORE (PLATANUS OCCIDENTALIS) IX
CONTAINER #3
w
w
TBC
WATER OAK (QUERCUS NIGRA)
CONTAINER #3
*SUBSTITUTION WITH LOCAL SALVAGE TREES (2FT - 5FT TALL)
MAY BE USED IN PLACE OF CONTAINER TREES. FOLLOW PLANTING
INSTRUCTIONS 4/C7.1. INCLUDE ROOT BALL BY DIGGING AT 12"
MIN. AWAY FROM TRUNK (24" DIAMETER).
ooh
_ \ _
_ _ - -
- 00YR / / / \ - 0 30 60 90
RCP
look,, 1 00 0° R� SCALE: 1"= 30
�: NV. = 706.64 \ rR / / \ n
oyR tv
2009
-2-
ZONE AE FLOOD MAP 37/0681300J \ 1 \
/ 1 708.2
V/
Z
/ p ZZ, - - O�x� �ti 9� �\ Z� �� \\ oo\ / / °�•�/ �// I Of �� l
- - VA \\ V - -- Z /I �� 7�8.
� X
X LL � ° �\ °,n
pp T
�j
f
/ X _ _ I
i
75
715 � \ s X
709.55 _ 718.41 7 -s - 4
/ TOP MH- %
CL INV P = 706.83 FLUME -5�
'� - -s s- ss� -0 + - - - --
/ PUM CL INV. g o I s �s s �s - -�
719.39 "' � 5_5 -� � - X �
I__ T \ _
/ 7 /.75 CONC CONC s _s s
\ s F.F.= 715.86 cT 4.17 ASPHALT DRIVE /s �s s s s GUPRD tL'�
a MH= 71 = 70$.38 / S -- =
S RGE oo�COPINV. - 707.71 / J NV. PPA v
/ BLDG SURGED / D
X
�S
_ �s
F.- 715.86 , = 0714.64 X
` � � s - - - - SPN PVT RIVE
F TOP MH - o - - - - - -- - - -- mss- _ -
OP MH= 717.1 5 \ ` SUEDE / - - - - - - - - - - - - - - - - - - - - - - - - - - �s s -s - -S- s - - - s s
_{s CL - - - --
708.26 - - -
_ _ U �Y d
L INV. - / - -_ -- b� ° °` - - � -b,00t - - - -- - - -- - - - - -- - - - - -- - - - -_- - - - - - �s -s
\ , -�_ E SURGED - - - - - o« _ - - - s s s
_ 708.60 DI 709.34 \N
X R X X X X X X X - - -- - - - CLPIN H = 701.84 ASPHALT DRIVE - - - - - - - - COP NV _ 701.09
- , °6 \N /
-X - PIN 6813 -56 -9723 X - _ - - _ - - - - - - - _ _ _ - - - - - - -
I
-------------- X oovR- ooh CITY OF WINSTON SALEM X - X - - - _ - - _ - - INV. = 705.47 - - - - - - = - - - --,
I, X- -,00vR / D.B 993 PG. 162 - X - - - - - - - - - -
REV
REVISIONS
BY
DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15 -199 -002
PREPARED BY:
UEWELL
IP ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
�u
Winston -Sal ern Forsyth County
(County Ublifies
.star - Sewer - Solid Waste Disposal
STREAMBANK STABILIZATION PROJECTS
UT TO SALEM CREEK
PLANTING PLAN
SHEET NO.I
UT 5.01

TRENCH
TOP OF BANK
TOE OF SLOPE
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED
/--TOP OF STREAMBANK
2'TRENCH"
STAKE WITH
NAIL
WOOD STAKE
TOE OF SLOPE
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED BOTTOM OF CHANNEL
2'TRENCH
STAKE WITH
NAIL
,,� TRENCH
EROSION CONTROL PLAN VIEW
MATTING TO BE EXTENDED
TO TRENCH AT TOE OF SLOPE
TOP OF BANK
/--WOOD STAKE
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO -STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH
11.00 IN (27.94 CM)
HEAD WIDTH
1.25 IN (3.18 CM)
HEAD THICKNESS
0.40 IN (1.02 CM)
LEG WIDTH
0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS
0.40 IN (1.02 CM)
TOTAL LENGTH
12.00 IN (30.48 CM)
TYPICAL TRENCH STAKE
EROSION CONTROL MATTING NOTES
1. BANKS SHALL BE SEEDED (PERMANENT & TEMPORARY) PRIOR TO PLACEMENT OF
MATTING.
2. WOODEN STAKES SHALL BE PLACED IN A DIAMOND SHAPE PATTERN PER THE PLAN
VIEW.
3. TRENCH STAKES AND WOOD STAKES SHALL BE PLACED A MAXIMUM DISTANCE APART
OF 3'.
4. EROSION CONTROL MATTING (RCM) SHOULD BE USED TO AID PERMANENT VEGETATED
STABILIZATION OF SLOPES 2:1 OR AREAS SPECIFIED IN THE PLANS.
5. RCM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
6. 6" MINIMUM OVERLAP IN THE HORIZONTAL
EROSION CONTROL MATTING MAINTENANCE NOTES
1. INSPECT ECM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE ECM.
3. ANY AREAS OF THE ECM THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL
BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
EROSION CONTROL MATTING
NOT TO SCALE
20'
50 N.T.U.
A
L_
FLOW
NO. 57 STONE
B�
(�o A
O AD v�v��" ��pO
0000
� ° 0o DOQa�f`��`�00°000�
00°
B
PLAN VIEW
1' BELOW LOWEST
BANK LEVEL
Q Q SECTION A -A CLASS 1 STONE
MAINTENANCE NOTES LU �
I- Q
1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH 20' 20' 20' z v
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT O0 p SPILLWAY CREST- 2'MIN.
AND REPAIR IMMEDIATELY.
2. ANTICIPATE EROSION AROUND THE EDGED OF THE DAM, /-NO. 57 STONE
CORRECT ALL DAMAGE IMMEDIATELY. CLASS 1 STONE
3. REMOVE SEDIMENTS BEHIND DAMS WHEN ACCUMULATION
REACHES 12 INCHES.
� '0 FLOW
REV
REVISIONS
BY
DATE
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY
THE BASE FLOW FROM UPSTREAM OF THE WORK SITE.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
TEMPORARY 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THE
IMPERVIOUS DIKE (SEE '
FLEXIBLE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER
PROJECT SPECIAL
HOSE THE WORK AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
TEMPORARY ROCK CHECK DAM
NOT TO LE
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
A EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
1 KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
- FAX: [phone]
SECTION B -B
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
ru
CLASS I RIPRAP SPLASH
PAD
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL
PROVISIONS)
DEWATERING PUMP
0 0
PROVIDE STABILIZED
FILTER FABRIC
/ OUTLET TO STREAM
FOR DRAINAGE BANK
TYPE 2
(NON - WOVEN)
TYPICAL PUMP AROUND OPERATION
jj�mstcn-Salenn - Forsyth County linty U iffier? Sewer - Solid Waste Disposal
NOT TO SCALE
STREAMBANK STABILIZATION PROJECTS
EROSION &SEDIMENT CONTROL
SHEET NO.I
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY
THE BASE FLOW FROM UPSTREAM OF THE WORK SITE.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
TEMPORARY 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED TO DEWATER THE
IMPERVIOUS DIKE (SEE '
FLEXIBLE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER
PROJECT SPECIAL
HOSE THE WORK AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
PROVISIONS)
EXISTING 5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLAN AND
CHANNEL FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE
IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING
WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS
WITH SEED AND MULCH.
TEMPORARY
NOTES:
PIPING
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZED IN ONE WORKING DAY.
4. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR MILL
CREEK.
5. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR SALEM
CREEK.
6. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY X CFS FOR
UT -SALEM CREEK.
- IMPERVIOUS 7. PROVIDE STABILZED OUTLET TO STREAM BANK.
DIKE (SEE SANDBAG /STONE
PROJECT EFLOW
PUMP AROUND PUMP ,� \ BAS
WAREA G
PROVSPECIAL
IS ONS) _ FLOW
IMPERVIOUS SHEET
SPECIAL STILLING BASIN
IMPERVIOUS DIKE
EXISTING /
GROUND 1
12" MIN. CLASS A STONE
,TOP OF STREAM BANK
0 0
PROVIDE STABILIZED
FILTER FABRIC
/ OUTLET TO STREAM
FOR DRAINAGE BANK
TYPE 2
(NON - WOVEN)
TYPICAL PUMP AROUND OPERATION
jj�mstcn-Salenn - Forsyth County linty U iffier? Sewer - Solid Waste Disposal
NOT TO SCALE
STREAMBANK STABILIZATION PROJECTS
EROSION &SEDIMENT CONTROL
SHEET NO.I

NOTES:
1. A STABILIZED ENTRANCE PAD OF 2 " -3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11 B.
6. NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
z
75
0o
r
STEE
WOVEN FILTER FABRIC
ZN
50' MIN.
50' MIN.
CONSTRUCTION ENTRANCE
NOT TO SCALE
PUBLIC STREET
TYPE II FILTER FABRIC
UNDER 2 " -3" COURSE AGGREGATE
I-
w
w
U_
J
m
In
TEMPORARY SILT FENCE NOTES:
CLASS A STONE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL
BOTTOM. COMPLETE ONE SIDE BEFORE STARTING ON THE OTHER SIDE.
4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER
EXISTING CHANNEL.
6. A STABILIZED PAD OF CLASS A STONE, 6 INCHES THICK, LINED WITH FILTER FABRIC FOR
DRAINAGE SHALL BE USED OVER THE BERM AND ACCESS SLOPES.
7. WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO ACCOMMODATE THE LARGEST VEHICLE
CROSSING THE CHANNEL.
8. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO
EQUIPMENT UTILIZED.
2 FORD STREAM CROSSING
8A NOT TO SCALE
STEEL POST
WOVEN FILTER FABRIC
Z STAKE SPACING 12' ON
w v CENTER 0
_ DO
M QQ' DO� �O 48" HIGH DENSITY ORANGE
m
N ¢ FLOW POLYETHYLENE SAFETY FENCE as
ANCHOR SKIRT 8" MINIMUM
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
REV
REVISIONS
BY
DATE
TEMPORARY SILT FENCE
NOT TO SCALE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
'ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
EWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
TEMPORARY SAFETY FENCE
NOT TO _E
PRELIMINARY1
DO NOT USE
FOR CONSTRUCTION
ru
7 ern - Forsyth County
(County Ublities
•Sewer Solid Waste disposal
TAKES: 66" T -POST DRIVEN 18"
BELOW GRADE
VIRE OR ZIP TIES TO SECURE
;AFETY FENCE TO POST
INISHED GRADE
FILTER F
Mr rrK.i
RIPRAP
1. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON -SITE BEFORE WORK BEGINS.
2. CLEARING IN THE WETLAND IS PROHIBITED.
3. INSTALL RAMP ACCESS OUTSIDE OF WETLAND AREA. LINE ACCESS RAMP AREA WITH
NON -WOVEN FILTER FABRIC AND CONSTRUCT RAMP WITH CLASS B RIP RAP.
4. INSTALL MUD MATS IN LOCATIONS SPECIFIED IN THE PLAN VIEW.
5. MAINTAIN CROSSING SO THAT RUNOFF FROM THE CONSTRUCTION ROAD DOES NOT ENTER
WETLAND.
6. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE
CROSSING THE WETLAND.
7. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT
UTILIZED, RECOMMENDED MAXIMUM 5:1 SLOPE.
8. AFTER CONSTRUCTION IS COMPLETE, REMOVE MUDMATS, ACCESS RAMPS AND SEED WETLAND
ACCORDING TO THE PLANTING PLAN.
r3 `TEMPOMRY WETLAND CROSSING - MUDMAT
8.1 NOT TO SCALE
STREAMBANK STABILIZATION PROJECTS
EROSION &SEDIMENT CONTROL
SHEET NO.I
8.1

ASPHALT PAVEMENT REPAIR
(FOR NON- -STATE MAINTAINED ROADS)
CENTER OF PATCH
2' ( 2'
EXISTING
PAVEMENT
SAW CUT TOTAL WIDTH OF PAVEMENT CUT - WIDTH OF
—\ TRENCH BOX + 4' SAW CUT
2" SF 9.5A
UNDISTURBED
SOIL
h-11111
THE BACKFILL SHALL BE MADE IN 6" LAYERS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD
DENSITY (AASHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP
BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT N,C.D.O.T. STANDARD SPECIFICATIONS. SUBGRADE DENSITY SHALT. BE 100 %.
CITY OF WINSTON- SALEM!
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION s]
N.T.S. REVISED 11 -6 -13 APPROVED
R: \Data \Utility \Utility Spec Drawings /asph_paVmt-- •repair.dwg
REV
REVISIONS
a`. -i . .... ..............
TRENCH BOX ::::::::::::::::: ~
�"'�'°'MAXIMUM "�°
SAW CUTS TO BE PERPENDICULAR
TO SURFACE. FACE OF CUTS TO
WIDTH 5'�"'
:: s�
BE NEAT, CLEAN AND STRAIGHT.
l
" TACK COAT TO BE APPLIED TO
; c a: h: i :S •'i: :;v :...:::. •.............. :- .
:
ALL EXISTING ASPHALT SURFACES
PRIOR TO PLACING NEW ASPHALT.
UNDISTURBED
SOIL
h-11111
THE BACKFILL SHALL BE MADE IN 6" LAYERS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD
DENSITY (AASHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP
BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT N,C.D.O.T. STANDARD SPECIFICATIONS. SUBGRADE DENSITY SHALT. BE 100 %.
CITY OF WINSTON- SALEM!
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION s]
N.T.S. REVISED 11 -6 -13 APPROVED
R: \Data \Utility \Utility Spec Drawings /asph_paVmt-- •repair.dwg
REV
REVISIONS
BY
DATE
DATE: 4/17/2015
DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
VII -2
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15 -199 -002
PREPARED BY:
2' -6" CURB AND GUTTER
(NCDOT STANDARD NO. 846.01)
60$ 2' -0"
1/2" RAD.
._1
CID Ilk '
f ' i
4:
A.B.C. (3" MIN.)
V -0" 1 2' -6"
ASPHALT
1/8" RAD.
A.B.C.
NOTES:
1. CONTRACTION JOINTS ARE TO BE PLACED EVERY 10' (15' IF
CURB MACHINE IS USED) AND EXPANSION JOINTS EVERY 90'.
2. BOTTOM OF A.B.C. UNDER CURB TO BE AT SAME LEVEL AS
A.B.C. UNDER ASPHALT.
VALLEY CURB AND GUTTER
911 21" ASPHALT
^ ° .a A.B.C.
-4
• d • ° e e .
.a d
I A.B.C. (3" MIN.) I
1' -0" 1 2' -6"
CITY OF WINSTON -SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 1/13/12
streets \street details \streetdetails.dwg V -3
�JEWELL
IP ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
APPROVED BY:
ru
J�W, ton - �pSaal em - Forsyt�hgCounty
ounty Ubli Lies
- Server • Salid 41resrte his posal
STREAMBANK STABILIZATION PROJECTS
DETAILS - ROADWAY
SHEET NO.I
9.0

z BANKFULL
1/3 BOTTOM
WIDTH OF
CHANNEL
rLfiIV VICVV
J -HOOK ROCK VANE STRUCTURE NOTES:
ELEVATION POINT TOP OF BANK
2 BANKFULL HEADER BOULDER
- - - --
FLO - -- -- — - -- -
STREAMBED ELEVATION
BACKFILL (ON -SITE ALLUVIUM)
TYPE II FILTER FABRIC 4' WELL GRADED MIX
0 GAPS BETWEEN CLASS A & B STONE FOOTER BOULDER
EADER BOULDERS
ELEVATION POINT PROFILE VIEW
,,,,JR POOL EXCAVATED
PER PROFILE
1. BOULDERS MUST BE AT LEAST 2'x2'x2'.
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS.
3. DIG A TRENCH BELOW THE BED FOR FOOTER BOULDERS. START AT BANK AND PLACE
FOOTER BOULDERS FIRST AND THE HEADER BOULDERS. CONTINUE WITH STRUCTURE,
FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
4. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDERS,
AND THEN UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE WELL GRADED MIX OF CLASS A AND B STONE ON UPSTREAM SIDE OF STRUCTURE.
6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ON -SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDER.
7. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE STONE
BACKFILL AND THE HEADER BOULDERS SO THAT THE FILTER FABRIC DOES NOT
OVERLAP THE HEADER BOULDERS.
WELL GRA ^r^ RA`
CLASS A &
STREAMBED
BACKFILL (ON -SITE ALLUVIUM)
TYPE II FILTER FABR
F (DEGREES;
G (DEGREES
J HOOK ROCK VANE
NOT TO SCALE
SECTION A - A
J -HOOK ROCK VANE STRUCTURE TABLE
HEADER BOULDER
OOTER BOULDER
1/3 BOTTOM 1/2 TO 2/3
WIDTH OF BANKFULL
CHANNEL HEADER ROCK
FLOW
20'TO30' FLOW _� - --- - - - - - - - - - - - - -- -- - --
4% -0 9% SLOPE
® o °o$ STREAMBED ELEVATION -
Oo °°
A �° �' , BACKFILL (ON —SITE ALLUVIUM
w o �' OR NO. 57 STONE) FOOTER ROCK
0 0880 , 'A ELEVATION POINT
o ' ' CLASS A STONE SCOUR POOL
BEOTWEEN CLASS 1 STONE (EXCAVATED)
U- m
i BOULDERS
Y
z
i
-oo
' SCOUR
PROFILE VIEW
i POOL CLASS A STONE
.
o /
SCOUR POOL (EXCAVATED) STREAMBED
PER DIRECTION OF ENGINEER BACKFILL (ON —SITE ALLUVIUM °
-�� OR NO. 57 STONE)
PLAN VIEW FILTER
FABRIC
NOTES FOR ALL VANE STRUCTURES:
1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND EXTEND
DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, THEN UPSTREAM TO A MINIMUM OF TEN FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM SIDE OF VANE ARM,
BETWEEN THE ARM AND STREAMBANK.
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT.
7. USE CLASS 1 STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS AND CLASS A STONE TO FILL
GAPS ON UPSTREAM SIDE OF CLASS 1 STONE.
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON —SITE
ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
REV REVISIONS BY DATE DATE: 4/17/2015
# DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ROCK VANE
NOT TO SCALE
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
1'
1'
1' TO 2'—
10' M I N
SECTION A - A
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
HEADER
ROCK
FOOTER
ROCK
CLASS 1
STONE
ELEVATI
Y JI
Z J
Q
m DI
U_ Y
0 m
�
A�
RIFFLE STONE
TO TIE INTO CHANNEL
BANKS 0.5'
TOE OF SLOPE---,,
(TYP)
TOP OF BANK
(TYP)
FORM HORSESHOE OF BED
MATERIAL AT UPSTREAM
AND DOWNSTREAM RIFFLE
EXTENTS
TAIL OF RIFFLE
ELEVATION POINT
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
0
�u
,
1
,
l
B 0 GAPS BETWEEN
HEADER BOULDERS
DOTER BOULDER
W HEADER BOULDER
Z
to Q
� J
o
ZI O
O
t
A'
o.
o
1 ,
STREAMB
WELL GRADED N
CLASS A & B STC
BACKFILL (ON -SITE ALLUVIUM
TYPE II FILTER FABRIC
1 1 � o
O 1 0 GAPS BETWEEN
Li FOOTER BOULDERS
o °a° °°
1
oo
o 5
Bo
ISCOUR I 40
POOL
o
I I
1 ,
oa
I
� � I
w
D_ I
O
J
U I
w
O
w
O
SCOUR POOL EXCAVATED
PER PROFILE
w
I D_
O
J
I LL
O
I w
O
u�3: A
F-
A
AI
SECTION A - A'
FLOW
TOP OF BANK
z BANKFULL
STREAMBED
WELL GRADED MIX — —
CLASS A & B STONE
4'
BACKFILL (ON -SITE ALLUVIUM)
ROCK CROSS VANE STRUCTURE NOTES:
PER PROFILE
HANNELBED
AVATED
LEVATION POINT
/—HEADER BOULDER/ UR INTO BANK
MINIMUM 5'
�OOTER BOULDER
TYPE II FILTER FABRIC
PROFILE VIEW B -B'
1. BOULDERS MUST BE AT LEAST 2'x2'x2'.
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS.
3. DIG A TRENCH BELOW THE BED FOR FOOTER BOULDERS. START AT BANK AND
PLACE FOOTER BOULDERS FIRST AND THE HEADER BOULDERS. CONTINUE WITH
STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
4. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE
HEADER BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM
FOOTER BOULDERS, AND THEN UPSTREAM FOR A MINIMUM OF SIX FEET.
5. USE WELL GRADED MIX OF CLASS A AND B STONE ON UPSTREAM SIDE OF
STRUCTURE.
6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
STRUCTURE WITH ON -SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
HEADER BOULDER.
7. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE
STONE BACKFILL AND THE HEADER BOULDERS SO THAT THE FILTER FABRIC
DOES NOT OVERLAP THE HEADER BOULDERS.
ROCK CROSS VANE
NOT TO SCALE
HEAD OF RIFFLE HEAD OF RIFFLE
ELEVATION POINT ELEVATION POINT
TAIL OF RIFFLE
HEAD OF POOL
ELEVATION
RIFFI c POINT
12" DEPTH OF
QUAL PARTS CLASS
A, B, AND 1 RIP RAP
PROFILE A -A
TOP OF
NOTE BANK (TYP)
HORSESHOE NOT REQUIRED
WHERE RIFFLE TIES INTO DRAINAGE
STRUCTURE OR STREAM GRADE \•TOE OF SLOPE
CONTROL STRUCTURE (I.E. LOG SILL,
J -HOOK, CROSS VANE, ETC.)
CONSTRUCTION RIFFLE
NOT TO SCALE
Winston- Sal�rn �• Forsyth �a uroty
(County Ublifies
W..t— - Sewer - S—lid W. t. disposal
FOOTER ROCK
ROCK CROSS VANE STRUCTURE TABLE
F (DEGREES;
G (DEGREES
FLOW
I
H <1 FT
5' MIN I
CLASS A STONE
PROFILE VIEW
FLOW
ran ter_ onnIii
FILTER
FABRIC
PLAN VIEW
A' CROSS- SECTION A -A'
BOULDER STEPS
NOT TO SCALE
STREAMBANK STABILIZATION PROJECTS
DETAILS - STREAM
SHEET NO.
10.0

TOP OF
STREAMBANK
3.0'
TOE OF SLOPE
TOP OF STREAMBANK
CROSS - SECTION
2.1'
(� �0 0 0
0 0
0 0 0 0
0 0 0
SQUARE CUT TOF'
BUDS FACING UPWARD
LIVE CUTTING
0.5" - 2" DIA
2' -3' BETWEEN STAKES,
DEPENDING ON LOCATION,
SEE NOTE 7 BELOW
SLOPE BANK PER
PLAN SHEETS
TOE OF SLOPE
1' MAX TOP OF
4 STREAMBANK
0 0 p
0 0 0 0 STAKES SHALL BE
0 0 0 PLANTED & INSTALLED
0 0 0 FROM TOP OF BANK TO
TOE OF SLOPE
PLAN VIEW
30" IN LENGTH
MINIMUM
ANGLE CUT TO
45 DEGRESS
LIVE STAKE DETAIL
LIVE STAKE
NOT TO SCALE
'MAX
NOTES
1. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND
NOT USED FOR CONSTRUCTION.
3. STAKES SHALL BE INSTALLED WITH BUDS POINTING
UPWARD,
4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHALL BE 0.5" - 2" INCHES IN DIAMETER AND 30" IN
LENGTH MINIMUM.
6. STAKES SHALL BE INSTALLED WITH APPROXIMATELY 3" OF
STAKE REMAINING ABOVE GROUND.
7. STAKE SPACING SHALL BE TON CENTER.
6" MIN V
2" TREES
DEAD TREES AND SCRUB OR UNDER GROWTH
SHALL BE CUT FLUSH WITH ADJACENT GRADE.
NO GRUBBING ALLOWED UNDER DRIP LINE.
2x4" STANDARDS + 1x4" RAILS OR ORANGE
SAFETY FENCING MAY BE USED SEE DETAIL 3/D3.
PLAN VIEW OF ROOT ZONE
BARK MULCH,
ACE BARK MULCH
F AREAS NOT PROTECTED
'BARRIER
TREE PRUNING
FOR PRUNING SEE
NATIONAL ARBORIST
ASSOCIATION SPECS.
TREE LIMB
REMOVAL
NOTES
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
TREE PROTECTION
NOT TO SCALE
ACKFILL AND COMPACT 6" DEEP TRENCH
PPER LIFTS 1.0' THICK (TYP) IVE CUTTING LAYER WITH
NO GAPS HORIZONTALLY
SECURE MATTING IN TRENCH WITH STAKES EROSION CONTROL MATTING (TYP.) OWER LIFT 1.0' THICK (TYP.)
EMBED
5' MIN //-EROSION CONTROL MATTING (TYP.)
DGE OF WATER
IGHEST CUTTING LAYER TRENCH--\ TOE OF BANK
INSTALLED AT EL =TBD'
VARIES PER GRADING \ / / //\ (TYP.)
.. 1.5 IVE CUTTING LAYER TYP.
0.5' - 1.0' . / \ / \/ 1 0 NO GAPS HORIZONTALLY
\� \ \ \ / \ \ \ \ \' .. ROSION CONTROL MATTING WRAPS AROUND °
LIFT SEE SPECS FOR MORE DETAILS
war
/ / \ / / \ //� ::• ::::•::•::•::::::::.: `; - ATTING ROLL
1 z
OMPACTED AMENDED SOIL, WI O
EXCAVATED SUBGRADE \�\
70% ON SITE, 25% TOPSOIL, 5% COMPOST ° ° I j
J
...::::::: - TOP OF RIP RAP /BOULDER TOE
EL= 894.0' °
IP RAP MIX
1.0' LIFTS / \ \ % \ \ % \\ _ WSEL EL = TBD' °
ROPOSED STREAMBED
\ °
UNDISTURBED EARTH / '/\ �\ APPROX. EL= 892.0'
�\ ,.� MATTING SEAM LOCATION TO BE
TOE OF BANK ALTERNATED WITH EACH LIFT
EQUAL PARTS CLASS A, CLASS B TOP OF BANK
AND CLASS 1 RIP RAP, 5'x1.5' DEPTH 5'0 " OVERLAP, SHINGLED IN
CONSTRUCT BOULDER TOE FROM DIRECTION OF FLOW
STATION X +XX TO X +XX
BACKFILL VOIDS WITH ONSITE SOIL
PLAN VIEW
CROSS- SECTION
VEGETATED GEOLIFT STRUCTURE NOTES:
1. THE CHANNEL BASE FLOW ELEVATION WILL VARY SEASONALLY AND MAY BE
VERY LOW DURING TIMES OF DROUGHT. FOR CONSTRUCTION PURPOSES,
THE BASE FLOW ELEVATION WILL BE CONSIDERED TO BE EQUAL TO THE
DOWNSTREAM HEAD OF RIFFLE ELEVATION.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR CHANGES TO THE
VEGETATED GEOLIFT PLACEMENT IF IT IS DETERMINED BY THE ENGINEER
THAT THE VEGETATED GEOLIFT WAS NOT INSTALLED PROPERLY.
3. LIVE CUTTINGS SHALL MEET MATERIALS SPECIFICATIONS OUTLINED IN THE
SPECIAL PROVISIONS.
VEGETATED GEOLIFT
NOT TO SCALE
REV REVISIONS BY DATE DATE: 4/17/2015
# DRAWN BY: CLY /MWT
CHECKED BY: CDJ
APPROVED BY: CDJ
ISSUE DATE:
APRIL 17, 2015
CLIENT PROJECT NUMBER:
000021953
JEC PROJECT NUMBER:
15- 199 -002
PREPARED BY:
NEWELL
ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
I PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
rL3 i
MINIMUM OF 35 LIVE CUTTINGS
PER SQUARE YARD
(1 INCH MAXIMUM DIAMETER)
DRIVE CUT END
INTO SOIL 1" TO 2"
SECURE TREE TO STAKE
WITH SPECIFIED MATERIAL
AT 1/2 TREE HEIGHT.
HARDWOOD STAKES 2 "X2" SET AT
APPROXIMATELY 70 DEGREES,
DRIVEN (MIN 18'x) FIRMLY INTO
SUBGRADE PRIOR TO BACKFILLING.
REMOVE ANY WIRE WRAPPED AROI
TRUNK OF TREE BEFORE PLANTING
AND LOOSEN WRAPPING AROUND
TRUNK AT PLANTING DO NOT PILE
MULCH AGAINST TRUNK _
PLANT NO DEEPER
THAN GROWN AT
NURSERY.
2' TO 3' ,
FLOODPLAIN BENCH
OR TOP OF BANK
ELEVATION
TYPICAL ST
2 "I- -���,�
C:31tA111►1
Winston -Sal ern Forsyth County
(County Ublifies
.star - Sewer - Solid Waste Disposal
f Lill V V ILV V
01
CROSS - SECTION
TREE PLANTING AND GUYING
NOT TO SCALE
AL STAKE
UGE GALVANIZED WIRE
VINE SECURED TO STAKES
R BRUSH MATERIAL
OR TWINE, AND, STAKES
2" LAYER OF SOIL TO CREATE
ACT BETWEEN BRANCHES AND SOIL
/IORE RAPID GROWTH.
STAKE NOTCHED FOR WIRE OR TWINE WITH MINIMUM 3 FEET LENGTH.
DRIVE STAKE FLUSH WITH BRUSH LAYER SO WIRE OR TWINE IS TIGHT.
STAKE SHALL BE DRIVEN TO A MINIMUM DEPTH OF 2 FEET
—MATCH BANK SLOPE (MAX 1:1 SLOPE)
- SECURE WITH 1.5' STAKES (TYP)
1
-0 1/3 OF
4NTING
RETAINING
APE OF CROWN.
--MOVE
)R INJURED
JOT CUTTING
1/3 OF TREE.
PREPARE SAUCER FOR WATER
RETENTION - FINISH WITH
4 " -6" OF MULCH AS SPECIFIED
LEAVE BURLAP ON BALL -
REMOVE ANY WIRES THAT
MAY INHIBIT GROWTH OR
INJURE THE TREE.
PLANTING SOIL: MIX PLANTING SOIL
MIXTURE AS SPECIFIED. MOISTEN AND
TAMP SLIGHTLY AS PLACED. MIX
SUPERPHOSPHATE IN THIS MEDIUM(SEE
GUIDE). THOROUGHLY SOAK AFTER
PLANTING. SEE SPECS THIS SHEET.
LEAVE CROWN © BASE OF PLANTING SO
THAT ROOT BALL DOES NOT REST ON
BOTTOM OF HOLE.
IDLE LIVE BRANCHES
ETHER WITH 14 GAUGE
E OR TWINE TO CREATE
NAMETER LIVE FASCINE
BRANCHES
LIVE FASCINE CROSS - SECTION
RUSH MATTRESS (TYP) 12"
OVER BRUSH MATERIAL WIRE OR TWINE, AND, L
STAKES WITH 2" LAYER OF SOIL TO CREATE
CONTACT BETWEEN BRANCHES AND SOIL
FOR MORE RAPID GROWTH.
BRUSH MATTRESS
NOT TO SCALE
LIVE BRANCH
8 LONG
BUNDLE LIVE BRANCHES
TOGETHER WITH 14 GAUGE
WIRE OR TWINE TO CREATE
12" DIAMETER LIVE FASCINE
NOTES:
2" LIVE FASCINE
1. LIVE FASCINES AND LIVE CUTTINGS SHOULD
ONLY BE INSTALLED DURING THE DORMANT
SEASON
2. LIVE FASCINES SHOULD BE 12" IN DIAMETER,
6' -8' LONG, AND BOUND WITH 14 GAUGE WIRE
OR TWINE.
LIVE FASCINE ISOMETRIC VIEW
STREAMBANK STABILIZATION PROJECTS
DETAILS - STREAM
SHEET NO.
10.1

Agent Authorization

FORSYTH COUNTY)
NORTH CAROLINA)
AGREEMENT
BETWEEN
CITY /COUNTY UTILITY COMMISSION
AND
EEE CONSULTING OF NORTH CAROLINA, PC
FOR
PROFESSIONAL ENGINEERING SERVICES
FOR THE
MISCELLANEOUS STREAMBANK REHABILITATION PROJECTS
THIS AGREEMENT is made this day of , by and between the
City /County Utility Commission, an agency of the City of Winston - Salem, North Carolina with
principal offices at 101 North Main Street, Suite 357, Winston - Salem, North Carolina 27101
(hereinafter "OWNER ") and EEE Consulting of North Carolina, P.C. with offices at 601
Cascade Pointe, Suite 101, Cary North Carolina 27513 (hereinafter "ENGINEER ");
WHEREAS, OWNER intends to design streambank rehabilitation/restoration methods for three
(3) project sites. The Mill Creek Project Site, The Salem Creek Project Site and The Un -Named
Tributary to Salem Creek Project Site located at Archie Elledge WWTP. (hereinafter "Project ").
WHEREAS, ENGINEER is in the business of providing services as described herein for the
design of said Project and possesses the expertise and facilities necessary to comply with the
terms of this Agreement.
NOW THEREFORE, OWNER and ENGINEER in consideration of their mutual covenants
herein agree with respect to the performance or furnishing of professional engineering services
by ENGINEER for the Project and the payment for those services by OWNER as set forth
below. Execution of this Agreement by ENGINEER and OWNER constitutes OWNER's written
authorization to ENGINEER to proceed on the date first above written with the Basic Services
described in Section 2 below and as further set forth in Attachment A, entitled "Scope of
Services." This Agreement will become effective on the date first above written.
Standard Design Agreement - v.l.wpd

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by
their duly authorized representatives and signed under seal effective as of the date first written
above.
OWNER:
City /County Utility Commission
Winston- Salem, North Carolina
e
(SEAL)
' Lee Garrity L
City Manager
ATTEST:
Renee L. Phillips
City Secretary
Address for giving notices:
City /County Utilities
P.O. Box 2511.
Winston - Salem, N.C., 27102
Attn: Mike Patton, P.E.
n�AF_ C1 -r),
r r
NORTH �
:ate
This instrument has been preaudited in the manner
required by the Local Government and Fiscal
Control Act.
Th52 day a 2014.
By sa aundefs, ChfeT Financial Officer
Standard Deign Agreement -v.I wpd 14
ENGINEER:
EEE Consulting of NC, PC
601 Cascade Pointe, Suite 101 Cary,
North C olina 27513
By' _ (SEAL)
Na An rew E. Kassoff, PIA PG
Title: ging Principal
ATTEST:
SEAL
By: �a2u-
y (SEAL)
Name: AJ DA r 6w r'
Title: Gr�rT
Address for giving notices:
EEE Consulting of NC, PC
601 Cascade Pointe, Suite 101
Cary, North Carolina, 275.13
Attn: Chris Yow, P.E.
Approved as to form and legality.
This '1 day of 2014.
B Angela I. on, {City Attorney

Correspondence

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Ray Bode
EEE Consulting, Inc.
601 Cascade Pointe Lane, Suite 101
Cary NC 27513
Donald R. van der Vaart
Secretary
January 9, 2015
Subject Property: Proposed City of Winston Salem Stream Bank Stabilization Projects, Three locations,
Forsyth County
On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
Dear Mr. Bode:
On September 9, 2014, at your request and in your attendance, Sue Homewood conducted an on -site
determination to review features located on the subject project for stream determinations with regards to
the above noted state regulations. John Thomas with the US Army Corps of Engineers (USACE) was also
present at the site visit.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the USACE. The
streams are accurately identified on the attached maps and were determined to be perennial stream
channels.
Please note that at the time of this letter, all intermittent and perennial stream channels and jurisdictional
wetlands found on the property are subject to the mitigation rules cited above. These regulations are subject
to change in the future.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in any
future correspondences concerning this property. This on -site determination shall expire five (5) years from
the date of this letter.
Winston -Salem Regional Office
Location: 585 Waughtown St. Winston - Salem, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service: 1- 877 - 623 -6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
;V tlfl"A'l f

Ray Bode
City of Winston Salem Streambank Stabilization Project
January 9, 2015
Page 2 of 2
Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination by
the Director. A request for a determination by the Director shall be referred to the Director in writing c/o
Wetlands and Buffers Permitting and Compliance Unit, 1650 Mail Service Center, Raleigh, NC 27699 -1650.
Individuals that dispute a determination by the Division or Delegated Local Authority that "exempts" surface
water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. 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 determination is final and binding unless you ask for a hearing
within 60 days.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve
any activity within Waters of the United States or Waters of the State or their associated buffers. If you have
any additional questions or require additional information please contact me at 336 - 771 -4964 or
sue.homewood @ncdenr.gov.
Sincerely,
Sue Homewood
Winston -Salem Regional Office
Enclosures: EEE Topo Maps
EEE Aerial Maps
cc: John Thomas, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston -Salem Regional Office

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
November 26, 2014
Mr. Daniel Roberts
EEE Consulting, Inc.
601 Cascade Pointe Lane, Suite 101
Cary, North Carolina 27513
Dear Mr. Roberts:
Subject: Federally Endangered and Threatened Species Assessment, City of Winston Salem
Stream Bank Stabilization Projects, in Winston Salem, Forsyth County, North Carolina
On November 5, 2014, we received a letter from you (via e -mail) in which you requested our
review and comments on the proposed project. We have reviewed the information presented and
we are providing the following comments in accordance with the provisions of the Fish and
Wildlife Coordination Act, as amended (16 U.S.C. 661- 667e), and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531 -1543) (Act).
According to the information provided, the project consists of constructing stream restoration
and stream bank stabilization measures at the following locations: 1) Mill Creek at Reynolds
Road; 2) Salem Creek at Weatherwood Lane; and 3) Un -named tributary to Salem Creek at
Elledge Wastewater Treatment Facility. These site are currently experiencing severe erosion and
are causing water quality degradation and compromising sewer /utility infrastructure.
Stabilization measures will include natural channel design techniques and live stake planting to
re- establish riparian buffers. Your letter did not include specific site plans or designs for the
proposed projects.
We have no objection to the proposed actions and support any efforts to restore and protect the
water quality in the project area. Based on the information provided and a review of our records,
no listed species or their habitats occur within the proposed project area. Therefore, we believe
the requirements under section 7 of the Act are fulfilled. However, obligations under section 7
of the Act must be reconsidered if. (1) new information reveals impacts of this identified action
that may affect listed species or critical habitat in a manner not previously considered, (2) this
action is subsequently modified in a manner that was not considered in this review, or (3) a new
species is listed or critical habitat is determined that may be affected by the identified action.

We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258 -3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4 -2 -15 -042.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
2

btu. STATE,,
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
November 10, 2014
Ray Bode
EEE Consulting, Inc.
8525 Bell Creek Road
Mechanicsville, VA 223116
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Mill Creek at Reynolda Road, Salem Creek At Weatherwood Lane, and unnamed Tributary to Salem
Creek at Elledge Wastewater Treatment Facility Streambank Stabilization, Forsyth County, ER 14 -2488
Dear Mr. Bode:
Thank you for your letter of October 27, 2014, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579 or
environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax: (919) 807 - 6570/807 -6599