20230980 Ver 2_Previous-20230980 Ver 1_ePCN Application_20230710_20231102

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
11/29/2022
BIMS # Assigned
20230980
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Washington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Cedar Lane Streambank Stabilization
1a. Who is the Primary Contact?*
Todd Tripp
1b. Primary Contact Email: *
[e-mail]
Date Submitted
7/10/2023
Nearest Body of Water
Reedy Branch 28-96-2
Basin
Tar -Pamlico
Water Classification
C-NSW
Site Coordinates
Latitude:
35.59383
A. Processing Information
Is this project connected with ARPA funding?
Yes No
County (or Counties) where the project is located:
Pitt
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No
Longitude:
77.34799
Version#*
1
What amout is owed?*
240.00
570.00
Select Project Reviewer*
Robert Tankard:[e-mail]
1c. Primary Contact Phone: *
252)341-0159
8
1a.Type(s)of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: Yes No
For the record only for Corps Permit: Yes No
1f. Is this an after -the -fact permit application? *
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
1d. Who is applying forthe permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
This information is shown on the attached uploaded Agent Authorization Form
2b. Deed book and page no.:
This information is shown on the attached uploaded Agent Authorization Form
2c. Contact Person:
Lisa Kirby, Director of Engineering
2d.Address
Street Address
1500 Beatty Street
Address Line 2
City State / Province / Region
Greenville NC
Postal / Zip Code Country
27834 United States
2e. Telephone Number: 2f. Fax Number:
252)329-4522 [phone]
2g. Email Address:'
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Todd Tripp
4b. Business Name:
The East Group
4c. Address
Street Address
324 Evans Street
Address Line 2
City State / Province / Region
Greenville NC
Postal / Zip Code Country
27858 United States
4d. Telephone Number: 4e. Fax Number:
252)341-0159 [phone]
4f. Email Address:"`
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
if appropriate)
None
1c. Nearest municipality / town:
City of Greenville
2. Project Identification
2a. Property Identification Number:
This information is shown on the attached
uploaded Agent Authorization Form
2c. Project Address
Street Address
This information is shown on the attached uploaded Agent Authorization Form
Address Line 2
City
Greenville
Postal / Zip Code
27834
3. Surface Waters
3a. Name of the nearest body of water to proposed project:"
Reedy Branch 28-96-2
3b. Water Resources Classification of nearest receiving water:"
C-NSW
3c. What river basin(s) is your project located in?"
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201030403
4. Project Description and History
2b. Property size:
This information is shown on the attached
uploaded Agent Authorization Form
State / Province / Region
NC
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
Existing land use is residential and is not expected to be affected by the project work. The land cover for the stream stabilization project is heavily wooded, the banks are steep. Access is
limited. The majority of the stream length within the project lie within residential lots. The stream is protected by an NCDEQ Tar -Pamlico Buffer and is a blue -line stream. The total acerage
a
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
1350
4h. Explain the purpose of the proposed project:*
Stabilize an eroded and eroding, incised stream.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:
The work will include excavators removing soil to achieve a supportive bed for installation of a permanent bank stabilization product. The product is a Filtrexx sock type product that is filled
with soil and seeded. vegetation grows through the product to create a root mat to hold the banks in place and resist the velocities created. Temporary pumping and isolation of the work
areas will be used in stages to protect the work areas during construction.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?
Yes No O Unknown
Comments:
The body is a surface stream.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Ga. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries Buffers
Open Waters Pond Construction
3. Stream Impacts
F 3a. Reason for impact (?) 3b.lmpact type* 3c. Type of impact* 3d. S. name* 3e. Stream Type* 3f. Type of
Jurisdiction*
3g. S. width 3h. Impact
length*
S1 Stabilize Stream Permanent Bank Stabilization Reedy Branch Perennial Both 24
Average (feet)
1,350
linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
1,350 0
3i. Total stream and ditch impacts:
1
3j. Comments:
The channel bottom grade will not be altered. Impacts are limited to the banks.
E. Impact Justification and Mitigation O
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
An erosion control plan has been developed and will be followed. The channel flow will be temporarily bypassed during construction and placement of
the TRM/Filtrexx product.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Bypass pumping, diversion dams, pump filter for capture of fines, vegetation to stabilize the banks.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This project is for restoration of the stream to non -erosive conditions and it preserves a vegetative surface to mimic natural conditions.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30 % nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
No impervious surfaces are proposed. Rip Rap is being provided for an existing culvert.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
According to the general statutes 113A-12, an environmental document is not required for projects meeting a general permit such as NWP-13. This one
impacts a nominal 1,350LF of stream and an actual shown on the plans of 1,025. It's up to the Corps to decide if a waiver can be granted to meet NWP-
13.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?
Yes No
3b. If you answered "no," provide a short narrative description.
This is the restoration of an existing eroded channel. It provides no infrastructure that would support any new development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?"
Yes No 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 habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?"
Yes No
5d. Is another Federal agency involved?"
Yes No
5e. Is this a DOT project located within Division's 1-8?
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US Fish and Wildlife IPaC Information for Project Planning. See attached. Seems to be saying no critical habitat in this area. See page 5.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper. Site is inland.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?"
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?"
INC Dept of Natural and Cultural Resources does not show any historic resource on this channel alignment. The homes adjacent to it are modern. See
attached HPOWEB2.0 Map Excerpt.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?"
Yes No
8b. If yes, explain how project meets FEMA requirements:
A no -rise analysis demonstrates that the revised cross sections do not alter the existing flood water surface elevations or that the alteration is less than
0.5 feet plus or minus per the floodplain administrator.
8c. What source(s) did you use to make the floodplain determination?*
HECRAS Model
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Signed Agent Authorization. pdf 1.62MB
Historic Areas-HPOWEB 2.0.pdf 883.46KB
IPaC_ Explore -Cedar Ln Streambank Project.pdf 4.48MB
File must be PDF or KMZ
Comments
Signature
p By checking the box and signing below, I certify that:
The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Todd A. Tripp
Signature
93;iW63f Pt
Date
7/10/2023
Phase Description Width Length SF Buffer
Zone 1
Buffer
Zone 2
I C5 24 250 6,000 6,000
I C6 12 145 1,740 1,740
I C6 13 45 585 585
I C6 17 85 1,445 1,445
I C6 23 65 1,495 1,495
I C7 20 23 460 460
I C7 18 63 1,134 1,134
I C7 14 45 630 630
I C7 10 88 880 880
I C7 12 110 1,320 1,320
II C5-TEG 21 52 1,092 1,092
II C5-TEG 12 23 276 276
II C5-TEG 12 93 1,116 1,116
II C5-TEG 11 94 1,034 1,034
II C6-TEG 8 272 2,176 2,176
II C6-TEG 8.5 272 2,312 2,312
Totals 23,695
Nov-23
Cedar Lane Streambank Stabilization
Approximate Buffer Grading Impacts
SOIL EROSION AND
SEDIMENTATION
CONTROL PLAN
COG Cedar Lane Streambank
Stabilization
Pitt County, Greenville, NC
July 2023
Todd Digitally signed
by Todd Tripp
Date:
T r i p p 2023.07.06
115134 04'00'
Prepared by:
THE EAST GROUP, P.A. THE
324 South Evans Street N
EASTGreenville, NC 27834
[phone] GROUP
Project No.: 20220136
Cedar Lane Streambank Stabilization
July 2023

TABLE OF CONTENTS
Project Description
Site Description
Adjacent Property
Soils
Procedures and Guidelines
Site Erosion and Sediment Control Plan
Construction Sequence
Maintenance Plan
Stormwater Control and Management
Erosion Control Details
References
Attachments
Attachment A
Attachment B
Attachment C
Attachment D
Attachment E
Attachment F
Attachment G
3
3
4
4
4
5
6
7
8
11
12
13
Specifications
Supporting Calculations
Quad Map Excerpt
USDA Soils Map
Stream Class
Flood Insurance Rate Map Excerpt
Plans
Cedar Lane Streambank Stabilization
July 2023 Page 2 of 32

NARRATIVF
I. PROJECT DESCRIPTION
This Erosion and Sediment Control (E&SC) Report has been prepared in response to a
proposed stream bank stabilization project on Reedy Branch, a tributary stream to Greens
Mill Run in Greenville, North Carolina. This section of Reedy Branch experiences incision
and high erosion rates present throughout the reach. These high erosion rates are
detriment al to water quality and threaten adjacent properties. The improvements include
stabilizing eroding streambanks along an approximately 1,350-foot segment of the channel
with targeted areas of bank stabilization on both sides of the stream. Additional work
includes replacement of a stormwater pipe outfall; two 24-inch CMP with two 24-inch RCP
and an endwall. This work will be completed across approximately 25 private properties and
two City of Greenville properties. The total acreage disturbed during construction is
approximately 2.74 acres. The project is referred to as Cedar Lane Streambank
Stabilization on the Contract Drawings. Not that this review package unifies a portion of the
streambank stabilization designed by Hazen Sawyer (Phase 1), and a portion designed by
The East Group (Phase II). The City of Greenville has designated The East Group as the
engineer for submission of the approval package and for response to the permitting
agencies regardless if the review or review questions concerns Phase I or Phase II.
The proposed streambank stabilization is located along a confined sect ion of Reedy
Branch that runs parallel to East Wright Road, starting along Fletcher Place and running
north by Jaycee Park. The proposed activities at this site include the following:
• Erosion control, tree protection fencing and site safety fencing installation and site
preparation
• Removal of specified channel debris and adjacent stream structures
• Grading banks to slope specified and revegetation of banks
• Application of filtrexx greenloxx rein forced slope stabilization or equal to provide
bank stabilization
• Replacement of two existing stormwater 24-inch CMP with t wo 24-inch RCP and
endwall
• Stabilization of two existing stormwater (18- inch and 24-inch) CMP outfalls with
riprap outlet protection
• Planting live stakes, trees, and permanent seed mix
This E&SC Plan covers the sediment and erosion control practices for all land disturbing
activities proposed for this project. Please refer to Contract Drawings (Attachment G) for
the location and specific details of the proposed improvements at the site.
II. SITE DESCRIPTION
The proposed work is along the streambanks located on several privately owned properties
and City of Greenville owned properties. Access to the project area is via a parking lot for
the Sheppard Memorial Library East Branch off of Laura Lane and in between two
Cedar Lane Streambank Stabilization
July 2023 Page 3 of 32

residential properties off of East Wright Road. The limits of disturbance include the paved
parking lot, roadway right of way area, residential and Greenville owned properties, sewer
and stormwater drainage easements, and an approximate 830-ft section of Reedy Branch.
Refer to Attachment C for a United States Geological Survey 1:24,000 topographic map
showing the extents of the limits of disturbance.
Proposed work is to be done along 1,350 linear feet (If) of Reedy Creek. This section of
stream is highly incised and bank erosion is undermining several fences and sheds that are
located at the top of the streambank. A stormwater BMP wetland is adjacent to the stream
on the right floodplain (as one looks in the downstream direction). The wetland currently
outfalls into the stream via two 24-inch corrugated metal pipes. The pipes have degraded
and are in need of replacement.
The project site lines in the Tar -Pamlico River Basin, Lower Tar subbasin, Green Mills Run
Subwatershed (# 030201030403). Significant bank erosion was noted in the 2016 Green
Mills Run Watershed Master Plan (WSPM). Improvements from this project will locally
stabilize the banks with proposed grading.
Based on the information obtained from the Federal Emergency Management Agency
(FEMA), this site is located within the Flood Insurance Rate Map (FIRM) Map Number
3720469700K (FEMA, 2014). Portions of the project area within the limits of disturbance
are designated as Zone X, Area of Minimal Flood Hazard. FEMA has designated the
remaining project area along Reedy Branch as a Special Flood Hazard (SFHA) Area AE, as
shown in the FEMA FIRMette included as Attachment F.
III. ADJACENT PROPERTY
All land adjacent to proposed work has been previously developed and consists of mainly
single-family residential lots as well as a small portion adjacent to a public park (Jaycee
Park).
IV. SOILS
The predominant soil type obtained from USDA soil map survey maps, Pitt County, North
Carolina are:
Bb — Bibb complex
NrB — Norfolk sandy loam, 1 to 6 percent slopes
NrB2 — Norfolk sandy loam, 1 to 6 percent slopes, eroded
OcB — Ocilla loamy fine sand, 0 to 4 percent slopes
WaB — Wagram loamy sand, 0 to 6 percent slopes
V. PROCEDURES AND GUIDELINES
As per the North Carolina Rules and Regulations for Erosion and Sedimentation Control as
adopted by the North Carolina Sedimentation Control Commission (15 NCAC, Chapter 4),
and the North Carolina Department of Environment and Natural Resources, Division of
Water Quality General Permit NCG01O000 to Discharge Stormwater Under the National
Pollutant Discharge Elimination System (NPDES) for Construction Activities, the following
guidelines on erosion control and ground cover are particularly important during
construction:
Cedar Lane Streambank Stabilization
July 2023 Page 4 of 32

1. Pursuant to North Carolina G. S. 113A-57(2), the angle for graded slopes and fills shall be
no greater than the angle that can be retained by vegetative cover or other adequate
erosion- control devices or structures "
2. Pursuant to the NC DENR DWQ, General Permit NCG010000, Section 11.8.(2)(a), All
perimeter dikes, swa/es, ditches, perimeter slopes and all slopes steeper than 3H:1 V shall
be provided temporary or permanent stabilization with ground caver as soon as practicable
but in any event within seven (7) calendar days from the last land -disturbing activity. All
other disturbed areas shall be provided temporary or permanent stabilization with ground
cover as soon as practicable but in any even within fourteen (14) calendar days from the
last land -disturbing activity.
Sediment and erosion control measures were designed based on guidelines and
procedures as set forth in the Nort h Carolina Erosion and Sediment Control Planning and
Design Manual (ESCPDM). Stormwater and erosion control details are provided on the
Contract Drawings as Attachment G.
The streambank stabilization and bank grading were evaluated using HEC-HMS and HEC-
RAS for hydrologic and hydraulic modeling. Existing and proposed models were compared
to ensure that project goals were met and that proposed model velocities and shear
stresses were within the permissible design limits.
VI. SITE EROSION AND SEDIMENT CONTROL PLAN
Temporary measures will be used to limit erosion and contain sediment from cleared areas,
including stockpile/laydown areas, silt fence, tree protect ion fence, inlet protection, and a
stream pump around practice which includes an impervious sandbag dike, stream diversion
pump, dewatering pump, and silt filter bag at the outlet to protect the downstream channel.
Permanent measures include riprap outlet protection, filtrexx greenloxx reinforced slope
stabilization, live stakes, trees, and permanent seeding. Temporary and permanent
vegetative cover for disturbed areas will consist of turf grasses to match homeowner's
existing lawns and permanent seed mixes specific to streambank and riparian areas.
Sediment and erosion control measures were designed in accordance with the guidelines
from the North Carolina ESCPDM as follows:
• Tree protection per ESCPDM Section 6.05
• Temporary construction entrance per ESCPDM Section 6.06
• Temporary seeding per ESCPDM Section 6.10
• Permanent Seeding per ESCPDM Section 6.11
• Rolled Erosion control products per ESCPDM Section 6.17
• Outlet stabilization per ESCPDM Section 6.41
• Silt fence per ESCPDM Section 6.62.
Cedar Lane Streambank Stabilization
July 2023 Page 5 of 32

VII. CONSTRUCTION SEQUENCE
Contractor shall sign and implement the requirements of the state approved erosion control
plan and the North Carolina National Pollutant Discharge Elimination System (NPDES)
General Permit for Stormwater Discharges Associated with Construction Activity. The
contractor shall notify the State Land Quality Section at [phone] to schedule a pre -
construction meeting. Additionally, the contractor shall notify the State Land Quality
Section, at [phone] at least 48 hours prior to beginning construction activities.
2. Erosion and Sediment Control (E&SC) Permit and Certificate Of Coverage (COC) must be
obtained before land disturbing activities occur. Per NPDES requirements, a rain gauge,
self -inspection records, permit, Certificate of Coverage, and E&SC plan are required to be
maintained on site and accessible during inspection. It is recommended that these items be
placed in a permits box at the beginning or entrance of the project.
3. Install all temporary sediment and erosion control measures in locations as shown on the
Contract Drawings. No construction or land disturbance activities may begin until all
temporary sediment and erosion control measures have been installed.
4. Once all temporary erosion control measures have been installed, construction activities
may begin.
5. For streambank stabilization, the work should consist of installing a temporary pump around
and supporting measures to divert flow around the work area and dewater the work area.
The contract or should only begin work in an area which can be completed by the end of
the day. At the end of each work day, the work area must be stabilized and the pump
around removed to allow baseflow to flow freely through the stream channel.
6. All excess soil resulting from earth work operations necessary for installation of pipes and
structures shall be removed from site by contractor. Any soils taken off site becomes the
contractor's responsibility and shall comply with all required state and local regulations and
permits.
7. All pipe work shall be installed in accordance with standard construction techniques. Only
the length of trench in which pipe can be installed in one day's time shall be open at any
time, with spoil material placed on the uphill side of the trench. Trench shall be backfilled at
end of each day's work and disturbed area seeded with temporary seeding measures if
appropriate.
8. Temporary seeding measures shall be employed as soon as practicable on disturbed areas
but in any event with in fourteen (14) days. Disturbed slopes steeper than 3:1 shall be
temporarily seeded within seven (7) days unless slope length is ten (10) feet or less and not
steeper than 2:1. Disturb ed slopes 3:1 or flatter shall be temporarily seeded within fourteen
(14) days unless slope length is greater than 50 feet.
9. Storm drainage inlets shall be protected with appropriate erosion control measures at all
times.
10. Once all earth work and construction activities are complete, final grading may begin.
Cedar Lane Streambank Stabilization
July 2023 Page 6 of 32

11. Upon completion of final grading, permanent seeding shall be applied on all disturbed
areas. Vegetative ground cover shall be applied on all disturbed areas as out lined in note
7, above.
Vill. MAINTENANCE PLAN
All sediment and erosion control measures shall be inspected at regular intervals and
immediately following any significant rainfall event that produces one-half inch or more of
rain, but in no case less than once every week. Repairs to, or replacement of, measures
shall occur immediately if necessary and accumulated sediment removed as needed.
Contractor to post erosion control permit on job site as required.
2. All erosion control measures shall be in place before any land clearing or
disturbance activities may begin.
3. A rain gauge shall be maintained in good working order on the site unless another
rain monitoring device has been approved by the NC Division of Water Quality. A
written record of the daily rainfall amounts shall be retained, and all records shall be
made available to the Division of Water Quality. Refer to the NC NPDES General
Permit NCG010000, Section II.B.(3)(b), for additional information.
4. The contractor shall furnish and install all necessary erosion control measures
whether or not shown on the plans to protect adjacent creeks, rivers, roadways, etc.
from siltation and erosion.
5. All erosion control measures shall be inspected weekly and within 24 hours of any
rainfall event that produces'/2 inch or more of rain. Repair and/or replace as
necessary. See standard details on contract sheet D4 for specific maintenance
requirements for each erosion and sediment control measure utilized on this project.
6. Erosion control measures shall be cleaned of accumulated sediment when volume
of measure is half full. Sediment shall be removed from behind silt fencing when it
becomes approximately 0.5 feet deep at the fence. The sediment fence shall be
repaired as necessary to maintain the barrier. Removed sediment shall be disposed
of in such a manner as to prevent further sediment transport. If no suitable on -site
locations are available, all removed sediment will be legally disposed of off -site at no
additional cost to the owner.
7. All excess soil resulting from earth work operations shall be removed from site by
contractor. All temporary soil stockpile areas used for backfill and other activities
shall be within the limits of disturbance as shown on the drawings, and located, at a
minimum, 50 feet from any storm drain inlets and/ or surface waters. All onsite
temporary soil stockpiles shall be seeded with temporary and/ or permanent seeding
measures for the duration of construction activities. All contractor staging and
laydown areas, soil or waste stockpiles areas shall have perimeter silt fence. Any
soils taken off site become the contractor's responsibility and shall comply with all
required state and local regulation and perm its.
8. All excess material to be removed from site upon completion of work.
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9. All erosion control measures shall remain in place until entire site is permanently
stabilized with vegetation as per seeding specifications and schedule. All temporary
erosion control devices are to be removed after permanent stabilization has been
achieved.
10. Restore all disturbed areas including ditches/swales, staging/ laydown/parking areas
to original grade and elevation and original or better condition, except where noted
on the contract drawings.
IX. STORMWATER CONTROL AND MANAGEMENT
The permittee and contractor must comply with all conditions of the North Carolina General
Permit for Stormwater Discharges, NPDES General Permit NCG010000, as stated in Part
II: Stormwater Pollution Prevention Requirements.
Waste Disposal
• Any and all waste materials will be collected and stored in a securely lidded metal
dumpster rented from a licensed solid waste management company. Th e dumpster
shall meet all local and any State of North Carolina solid waste management
regulations. All trash and construction debris from the site will be deposited in the
dumpster.
• Any and all waste receptacles shall be kept, at a minimum, 50 feet from storm drain
inlets and surface water unless it can be shown that no other alternatives are
available.
• The dumpster shall be emptied a minimum of once per week or more often if
necessary. The trash will be hauled to a permitted solid waste disposal facility. No
construction waste materials shall be buried onsite. All personnel will be instructed
regarding the correct procedures for waste disposal. Notices stating these practices
shall be posted in the office trailer and the superintendent on site shall be
responsible for seeing that the procedures are followed.
• Any and all hazardous waste materials will be disposed of in the manner specified
by the City of Greenville and the State of North Carolina Hazardous Waste
regulations or by the manufacturer. Site personnel will be instructed in these
practices and the superintendent on site shall be responsible for seeing that the
procedures are followed.
• Any and all sanitary waste will be collected from the portable units a minimum of
once per week by a licensed sanitary waste management contractor and disposed
of as required by local and State regulations.
• All waste considered to be construct ion or demolition waste or debris shall be
disposed of in accordance with the goals and policies of the Solid Waste
Management Act of 1989 and in accordance with the North Carolina General
Statutes, Chapter 130A, Article 9 - Solid Waste Management, and the rules
governing the disposal of solid waste (North Carolina Administrative Code Section
15A NCAC 13B).
• No concrete or cement slurry shall be discharged from the site or come into contact
with surface waters, wetlands or buffers. Any hardened concrete residue will be
disposed of, or recycled on site, in accordance with local and state solid waste
regulations.
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The Contractor shall control the management and disposal of liter and sanitary
waste from the site such that no adverse impacts to water quality occur.
Dust and Off -Site Sediment
• If dust becomes a problem on the site, dust control measures must be implemented.
A water truck shall be used to wet slopes and roadways as often as needed to
control dust.
• If sediment is being tracked offsite along the roadway, wash racks must be installed
at locations where vehicles leave the site.
• No concrete or cement slurry shall be discharged from the site or come into contact
with surface waters, wetlands or buffer s. Any hardened concrete residue will be
disposed of, or recycled on site, in accordance with local and state solid waste
regulations
Non-Stormwater Discharges
• Non -storm water discharges are prohibited from the site during the construction
period. Any potential sources of non -storm water discharges must be identified by
the Contractor and measures must be taken to ensure that these discharges do not
leave the site.
• Existing, permitted, non -storm water discharges on the site are not impacted by the
requirements of this Plan.
Good Housekeeping
The following good housekeeping practices will be followed onsite during the grading
operations:
• An effort will be made to store only materials necessary to do the job
• All materials stored onsite will be stored in a neat, orderly manner in the in
appropriate containers and, if possible, under a roof or other structure
• Product s will be kept in their original containers with the original manufacturer's
label
• Substances will not be mixed with one another unless recommended by the
manufacturer Whenever possible, all of a product will be used up before disposing
of the container Manufacturer's recommendations for proper use and disposal will
be followed
• The site superintendent will inspect daily to insure proper use and disposal of
materials onsite
Hazardous Products
These practices are used to reduce the risks associated with hazardous materials:
Products will be kept in original containers unless they are not re -sealable
Original labels and material safety data will be retained; they contain important
product information
If surplus product must be disposed of, manufacturer's or Local and State
recommended methods for proper disposal will be followed.
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Petroleum Products and Other Fluids
Equipment utilized during construction activity on the site must be operated and maintained
in such a manner as to prevent the potential or actual pollution of the surface or ground
waters of the state. Fuels, lubricants, coolants, hydraulic fluids, and any other petroleum
products shall not be discharged onto the ground or into surface waters. Spent fluids shall
be disposed of in a manner so as not to enter the waters, surface, or ground, of the state
and in accordance with applicable state and federal disposal regulations. Any spilled fluids
shall be cleaned up to the extent practicable and disposed of in a manner so as not to allow
their entry in to the waters, surface, or ground, of the state.
All onsite vehicles will be monitored for leaks and receive regular preventative maintenance
to reduce the chance of leakage. Petroleum products and other fluids will be stored in
tightly sealed containers, which are clearly labeled.
Herbicides, Pesticides and Fertilizers
Herbicides, pesticides, and fertilizer usage during the construction activity shall be
consistent with the Federal Insecticide, Fungicide and Rodenticide Act and shall be in
accordance with label restrictions.
Fertilizers used will be applied only in the minimum amounts recommended by the
manufacturer. Once applied, fertilizer will be worked into the soil to limit the exposure to
stormwater. Storage will be in a covered shed, if possible. The contents of any partially
used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills.
Spill Control Practices
In addition to the good housekeeping and material management practices discussed in the
previous sections of this Plan, the following practices will be followed for spill prevention
and cleanup:
• Manufacturer's recommended methods for spill cleanup will be clearly posted and
site personnel will be made aware of the procedures and the location of the
information and cleanup supplies.
• Materials and equipment necessary for spill cleanup will be kept in the material
storage area onsite. Equipment and materials may include but not be limited to
brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and
plastic and metal trash containers specifically for this purpose.
• All spills will be cleaned up immediately after discovery.
• The spill area will be kept well -ventilated and personnel will wear appropriate
protective clothing to prevent injury from contact with a hazardous substance.
• Spills of toxic or hazardous material will be reported to the appropriate State or
Local government agency, regardless of size.
• Spill control practices will include measures to prevent this type of spill from
reoccurring and how to clean up the spill if there is another one. A description of the
spill, what caused it, and the cleanup measures will also be included. Reportable
quantity releases shall be recorded.
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The site superintendent responsible for the day-to-day site operations will be the spill
prevention and cleanup coordinator. He will designate other site personnel who will receive
spill prevention and cleanup training. These individuals will each become responsible for a
particular phase of prevention and cleanup. The names of responsible spill personnel will
be posted in the project or construction trailer onsite.
In the event of a major or minor spill, a thorough spill report shall be completed to include
the nature of the spill, the individual who discovered the spill, actions taken, and any
corrective measures planned to prevent such incidents from happening in the future.
Completed forms shall be made and retained as part of this Plan for a period of five (5)
years.
X. EROSION CONTROL DETAILS
For details of the sediment and erosion control measures described previously, see the
appropriate Contract Drawing Sheets and where specified on the Contract Drawings
(Attachment G):
Temporary Construction Entrance - ESC Plan Sheets
• Hazen: C12, C13 and Detail Sheet D1
• TEG:C11-TEG, C12-TEG
Riprap Outlet Protection - Grading Plan Sheets
• Hazen: C5, C6 and Detail Sheet D3
• TEG: C5-TEG
Silt Fence - ESC Plan Sheets
• Hazen: C11, C13 and Detail Sheet D1
• TEG: C10-TEG
Tree Protection Fence - ESC Plan Sheets
• Hazen: C9 - C13 and Detail Sheet D2
• TEG: C10-TEG
Tree Protection Planking - ESC Plan Sheets
• Hazen: C9, C11 and Detail Sheet D2
Curb Inlet Protection - ESC Plan Sheet
• Hazen: C13 and Detail Sheet D3
• TEG: C9-TEG
Pump Around Practice - ESC Plan Sheets
• Hazen: C9 - C11 and Detail Sheet D2
• TEG: C9-TEG, C10-TEG
Filter Bag - ESC Plan Sheets
• Hazen: C9 — C11 and Detail Sheet D2
• TEG: C10-TEG
Slope Matting - ESC Plan Sheet
• Hazen: C11 and Detail Sheet D1
• TEG: C5, C6
Coir Mat - Grading Plan Sheets
• Hazen: C6, C7 and Detail Sheet D3
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REFERENCES
Federal Emergency Management Agency (FEMA). (msc.fema.gov/portal) (Accessed April 2021).
Natural Resources Conservation Service. United States Department of Agriculture (NRCS USDA).
Web Soil Survey.(http://websoilsurvey.nres.usda.gov/ ) (Accessed April 2021).
North Carolina Department of Environment and Natural Resources. Division of Land Resources.
Land Quality Section (NCDENR). Erosion and Sedimentation Control Planning and Design
Manual. June 2006 [revision].
North Carolina Floodplain Mapping Information System (NCFMIS).
(http://www.ncfloodmaps.com/firm indexes/ )
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Attachments
Specifications
See Attachment A
Supporting Calculations
See Attachment B
USGS Quad Map Section
See Attachment C
USDA Soils Map Section
See Attachment D
Stream Classification
See Attachment E
Flood Insurance Rate Map Excerpt
See Attachment F
Plans
See Attachment G
Location Map
Title Sheet
Existing Conditions/Demolition
See Sheets Cl-C4, &
C1-TEG to C4-TEG
Grading Plan
See Sheets C5, C6, &
C7-TEG
Site Erosion and Sedimentation Control Plan
See Sheets C9-C13, &
C12-TEG
Detail Drawings
See Sheets D1-D3
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ATTACHMENT A - Specifications
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SECTION 02120 - EROSION AND POLLUTION CONTROL
PART 1 -GENERAL
1.1 RELATED DOCUMENTS:
A. The general provisions of the contract, including the General and Special Conditions and
Division-1 Specification sections apply to work of this section.
1.2 DESCRIPTION OF WORK:
A. The extent of the work required under this section is that required to minimize water, air, and noise
pollution and soil erosion and siltation.
B. Temporary erosion control measures which may be necessary include, but are not limited to,
temporary seeding, temporary berms, dikes, dams, drainage ditches, silt basins, silt ditches,
perimeter swales, slope drains, structures, vegetation, mulches, mats, netting, gravel or any other
methods or devices that are necessary to control or restrict erosion. Temporary erosion control
measures may include work outside the right-of-way or construction limits where such work is
necessary as a result of construction such as borrow pit operations, haul roads, plant sites,
equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all
damages to public or private property caused by silting or slides originating in waste areas furnished
by the Contractor.
C. Related Work Specified Elsewhere: Earthwork: Section 02300
Clean-up and Seeding: Section 02228
1.3 QUALITY ASSURANCE
A. Codes and Standards: North Carolina Sedimentation Pollution Control Act of 1973 and the Rules
and Regulations promulgated pursuant to the provisions of said act.
B. "Standard Specifications for Roads and Structures", North Carolina Department of Transportation
(DOT).
C. In the event of conflict between the regulations listed above and the requirements of these
specifications, the more restrictive requirement shall apply.
1.4 SANCTIONS
A. Failure of The Contractor to fulfill any of the requirements of this section may result in the Owner
ordering the stopping of construction operations in accordance with SUBARTICLE 13.8 of the
General Conditions until such failure has been corrected. Such suspension of operations will not
justify an extension of contract time nor additional compensation.
B. Failure on the part of the Contractor to perform the necessary measures to control erosion, siltations,
and pollution will result in the Engineer notifying the Contractor to take such measures. In the event
that the Contractor fails to perform such measures within 24 hours after receipt of such notice, the
Owner may suspend the work as provided above, or may proceed to have such measures performed
with other forces and equipment, or both. The cost of such work performed by other forces will be
deducted from monies due the Contractor on his contract.
PART 2 - PRODUCTS
2.1 SILT FENCES
A. Posts: Steel posts shall be 5' in height and be of self -fastener angle steel type.
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B. Posts shall be spaced at 8' maximum when silt fence is backed with wire mesh, and 6' when no wire
mesh is used or as required by the Engineer.
C. Woven Wire: Woven wire fencing shall conform to ASTM A116 for Class 3 galvanizing. Fabric shall
be a minimum of 32" in width and shall have a minimum of 6 line wires with 12" stay spacing. The
top and bottom wires shall be 10 gauge while the intermediate wires shall be 12-1/2 gauge. Wire
fabric shall be fastened to wood posts with not less than 9 wire staples 1-1/2" long.
D. Fabric: Provide woven synthetic fiber designed specifically for silt fence conforming to NCDOT
specifications.
2.2 STONE & RIP RAP
A. Drainage Stone: Class I material NCDOT No. 57.
B. Rip Rap: Class B with a median size of 8-inches meeting the requirements of Section 1042 Rip Rap
Materials in the NCDOT Standard Specifications for Roads and Structures.
2.3 TEMPORARY SEEDING:
A. Temporary seeding, when required, shall be performed in accordance with the recommendations
contained in "Guide for Sediment Control on Construction Sites in North Carolina", published by the
Soil Conservation Service and Section 02228 of these specifications.
PART 3 - EXECUTION
3.1 GENERAL
The Contractor shall take whatever measures are necessary to minimize soil erosion and siltation, and
water, air, and noise pollution caused by his operations. The Contractor shall also comply with the
applicable regulations of all legally constituted authorities relating to pollution prevention and control.
The Contractor shall keep himself fully informed of all such regulations which in any way affect the
conduct of the work, and shall at all times observe and comply with all such regulations. In the event of
conflict between such regulations and the requirements of the specifications, the more restrictive
requirements shall apply.
3.2 EROSIONS AND SILTATION CONTROL
A. The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent the eroding of soil and the silting of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property.
B. Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all
necessary measures to protect the construction area, including but not limited to borrow sources, soil
type base course sources, and waste areas, from erosion during the period of suspension.
C. Provide diversion ditches and berms as necessary to prevent concentrated flow of water across
disturbed areas.
D. Stockpile excavated material on the opposite side of the utility trenches from the watercourses to the
extent that is possible.
E. In the event that stockpiles are placed on the watercourse side of the trench, provide silt fence or silt
berms with stone filter outlets along the entire length of the stockpile that is on the watercourse side
of the trench. Upon the completion of backfilling, the measures shall be removed and the site
graded to its natural grade or as shown on plans.
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F. Maintain natural buffer zones along all watercourses sufficient to retain all visible siltation within the
first 25 percent of the buffer width.
G. Provide a settling basin with a gravel filter outlet for all water pumped from trenches or dewatering
equipment. Pumping of that water directly into any stream, pond, or watercourse is prohibited.
H. Temp, fertilize, seed and mulch the disturbed areas as soon as practicable after line is installed and,
in all cases, no later than 14 days after completion of the line segment or work at a particular site.
I. When construction operations are suspended for more than 14 days, provide temporary seeding and
mulching of all disturbed areas including those areas in which further construction is necessary.
J. Erosion control measures installed by the Contractor shall be acceptably maintained by the
Contractor.
K. Silt fences shall be provided where shown on the drawings and/or as necessary to prevent erosion.
L. Catch basins shall be protected from silt by placing straw bales or silt fence around the opening until
vegetative cover is established.
3.3 WATER AND AIR POLLUTION
A. The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent pollution of rivers, streams, and water impoundments. Pollutions such as chemicals, fuels,
lubricants, bitumen, raw sewage, and other harmful waste shall not be discharged into or alongside
of rivers, streams, or impoundments, or into natural or manmade channels leading thereto.
3.4 DUST CONTROL
A. The Contractor shall control dust throughout the life of the project within the project area and at all
other areas affected by the construction of the project, including, but not specifically limited to,
unpaved secondary roads, haul roads, access roads, disposal sites, borrow and material sources,
and production sites. Dust control shall not be considered effective where the amount of dust
creates a potential or actual unsafe condition, public nuisance, or condition endangering the value,
utility, or appearance of any property.
3.5 NOISE CONTROL
A. The Contractor shall exercise every reasonable precaution throughout the life of the project to
prevent excessive and unnecessary noise. The Contractor shall choose his methods so as to
minimize the disturbance of area residents.
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SECTION 02228 - CLEAN-UP AND SEEDING
PART 1 -GENERAL
1.1 RELATED WORK SPECIFIED ELSEWHERE
A. Erosion Control: Section 02120
1.2 DESCRIPTION
A. The work covered by this section consists of disposal of waste and debris, preparing seedbeds,
furnishing, placing, and covering limestone, fertilizer, and seed; compacting seedbeds; furnishing,
placing, and securing mulch; and other operations necessary for the permanent establishment of
grasses from seed; all in accordance with these specifications and drawings.
B. Waste will be considered to be all excavated materials which are not utilized in the construction of
the project.
C. Debris will be considered to be all undesirable material encountered or left on the project site.
D. Permanent Seeding is required for all areas disturbed by construction, except for areas covered
by structures, pavements, etc.
E. Temporary Seeding of disturbed areas shall be performed whenever one or more of the following
conditions exist.
The Engineer determines that temporary seeding is necessary to prevent or stop erosion of
disturbed areas.
Work is suspended or delayed on any portion of the project for 15 calendar days (10
calendar days within NCDOT right of way) and the potential for erosion exists.
Whenever permanent seeding is delayed beyond that required by the Contract Documents.
F. The Contractor shall adapt his operations to variations in weather or soil conditions as necessary for
the successful establishment and growth of the grasses.
G. In all operations covered by this section, care shall be taken to preserve the required line, grade, and
cross section of the work area.
1.3 QUALITY ASSURANCE
A. All work done in this section shall be performed in accordance with all applicable Sections and
Provisions of the North Carolina State Department of Transportation Standard Specifications for
Roads and Structures, latest revision.
B. All materials required in this section shall meet or exceed the requirements of Division X: Section
1060 of the North Carolina State Department of Transportation Standard Specifications for Roads
and Structures, latest revision.
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PART 2-PRODUCTS
2.1 MATERIALS
A. Fertilizer:
Provide commercial fertilizer conforming to statutory requirements and all rules and regulations
adopted by the North Carolina Board of Agriculture for all seeding/sodding.
B. Limestone: Provide agricultural limestone conforming to all statutory requirements and all rules and
regulations adopted by the North Carolina Board of Agriculture.
C. Seed: Provide seed conforming to all statutory requirement and all rules and regulations adopted by
the North Carolina Board of Agriculture.
Provide seed in accordance with requirements shown below. Deliver to site in original
containers, labeled to show that the requirements of the N.C. Seed Law are met.
Quality of seed shall conform to the following:
Minimum
Minimum
Maximum
Common Name
Seed Purity
Germination
Weed Seed
Grasses
Fescue Tall (KY.-31)
98
90
1.00
Common Bermudagrass
98
90
1.00
Seed containing prohibited noxious weed seed shall not be accepted. Seed shall be in
conformance with state seed law restrictions for restricted noxious weeds.
4. If seed of the accepted quality cannot be bought, secure prior approval before making
changes or exceptions.
D. Mulch:
Mulch for erosion control shall consist of grain straw or other acceptable material, and shall have
been approved by the Architect/Engineer before being used. All mulch shall be reasonably free
from mature seedbearing stalks, roots, or bulblets of Johnson Grass, Nutgrass, Sandbur, Wild
Garlic, Wild Onion, Bermuda Grass, Cortalaria, and Witch weed, and free of excessive amount
of restricted noxious weeds as defined by the North Carolina Board of Agriculture at the time of
use of the mulch. Also there shall be compliance with all applicable State and Federal domestic
plant quarantines. Straw mulch that is matted or lumpy shall be loosened and separated before
being used.
2. Material for holding mulch in place shall be asphalt or other approved binding material applied in
accordance with this section.
PART 3 — EXECUTION
3.1 GENERAL
A. Follow procedures set forth in the publication "Guide for Sediment Control on Construction Sites in
North Carolina" by the United States Department of Agriculture, Soil Conservation Service, and as
specified herein.
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B. Scarify soil to a depth of three (3) inches and work into a satisfactory seed bed by disking, use of
cultipackers, harrows, drags and other approved means.
C. Preparation outlined above shall not be done when the soil is frozen, wet or otherwise in an
unfavorable condition.
D. Begin and complete seeding operations as outlined below as soon as possible after final grading is
completed, but in no event later than 15 calendar days after completion of final grading.
E. Disturbed areas within the right of way of the North Carolina Department of Transportation shall be
graded, dressed, seeded, mulched, and tacked with liquid asphalt or other approved means within
10 calendar days of completion of work in any area.
F. Seeding and mulching operations shall not begin until electrical service has been installed within the
project, unless directed by the Engineer.
G. Distribute lime and fertilizer, uniformly over seed bed and harrow, rake, or otherwise work same into
seed beds.
H. Distribute seed uniformly over seed bed. Cover seed lightly after seeding.
I. No lime, fertilizer, or seed shall be applied during a strong wind, when soil is wet or otherwise
unworkable. Should rain follow seeding before rolling is begun, the bed shall not be rolled.
J. The kinds of seed and the rates of application of seed, fertilizer, and limestone shall be as stated
below.
Seeding Schedule: See 1-2.1
3.2 WASTE MATERIAL DISPOSAL
A. Waste material not utilized in the construction of the project shall be removed from the project site
and disposed of by the Contractor in areas provided by him.
B. The Contractor shall hold the Owner harmless of any damages which might occur through the
disposal of the waste and debris.
C. Construction debris and all broken concrete, masonry, etc. shall be removed from the project as
soon as possible.
D. Where the Owner has granted permission to dispose of waste and debris within the project area, the
Owner will have authority to establish whatever additional requirements that may be necessary to
insure the satisfactory appearance of the area.
3.3 SEEDING AND MULCHING
A. Seeding and mulching shall be performed in accordance with all applicable provisions of Section
1660 of the North Carolina State Department of Transportation's Standard Specifications for Roads
and Structures, latest revision.
B. Seeding and mulching shall be done on all earth areas disturbed by construction not destined for
construction of structures or paving.
C. Apply mulch immediately after permanent seeding at a uniform rate sufficient to achieve
approximately 80% coverage of ground surface. Care must be taken to prevent the mulch from
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being applied too thickly and smothering the seedlings. Mulch for temporary seeding should be
applied based upon the recommendations of the Soil Conservation Service for the particular type of
seed to be used.
D. Denuded slopes must be seeded within 14 calendar days (10 calendar days within NCDOT right of
way) following completion of any phase of development.
3.4 TEMPORARY SEEDING
A. Temporary seeding shall be performed in accordance with the requirements of Section 01620 of the
North Carolina State Department of Transportation's Standard Specifications for Roads and
Structures, latest revisions and with Soil Conservation Service recommendations with regard to seed
type, rate of application, fertilizer, etc.
B. The kinds of seed and the rates of application of seed and fertilizer shall be as stated below.
1. Seeding Schedule
Date
Apr 15 — Aug 14
Aug 15 - Apr 14
2. Year Round
3.5 TEMPORARY MULCHING
German Millet
Rye (Grain)
Fertilizer 10-10-10 Analysis
50 lbs./Acre
120 lbs./Acre
1000 lbs./acre
A. Temporary mulch may be used for the prevention of excessive soil erosion during construction
operations where it is impossible or impractical to perform permanent seeding and mulching.
B. Temporary much shall be placed promptly at the location and times directed by the Engineer.
C. The temporary mulch may be required on previously seeded areas or on areas which have not been
seeded.
D. Temporary mulches may be straw, fiber mats, netting or other suitable material acceptable to the
Engineer and shall be reasonably clean and free of noxious weeds and deleterious material. Mulch
shall be spread uniformly over the area by hand or by means of approximate mechanical spreaders
or blowers to obtain an application satisfactory to the Engineer. On seeded areas, satisfactory
application of temporary mulch shall allow some sunlight to penetrate and air to circulate, but also
partially shade the ground, reduce erosion and conserve soil moisture.
E. When temporary mulching is being performed in connection with temporary seeding, no seeded
areas shall be allowed to remain more than 24 hours without mulching having been completed.
F. If seeding has been performed previously, care shall be exercised to prevent displacement of soil or
seed, or other damage to the seeded area during temporary mulching operations.
G. The Contractor shall take sufficient precautions to prevent temporary mulch from entering pipe lines
and drainage structures through displacement by wind, water or other causes.
H. The Contractor shall apply a sufficient amount of asphalt or other type material to assure that the
temporary mulch is properly held in place.
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I. In the application of asphalt materials during temporary mulching operations, adequate precautions
shall be taken to prevent damage to traffic; and to any private or public property. Such property shall
be adequately covered, or application methods changed, so as to avoid damage. Where any
damage occurs as a result of the Contractor's failure to take adequate precautions, the Contractor
will be required to repair such damage, including any cleaning that may be necessary, before final
acceptance of the work will be made.
3.6 REPAIR SEEDING & MAINTENANCE
A. Maintain the grass on the areas for a period of 90 days after the grass growth appears. Reseed bare
areas and repair all eroded areas during that period.
B. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if
possible. If stand should be over 60% damaged, reestablish following original lime, fertilizer and
seeding recommendations.
C. All areas which do not exhibit satisfactory ground cover within 45 days of seed application shall be
replanted.
D. Repair seeding shall be performed in accordance with the requirements of Section 1661 of the North
Carolina State Department of Transportation's Standard Specifications for Roads and Structures,
latest revision.
E. The kinds of seed and fertilizer shall be the same as specified for permanent "seeding and
mulching". The rates of application of the various kinds of seed specified for "seeding and mulching"
may vary as directed by the Engineer, however the total rate shall be substantially the same as for
"seeding and mulching", but in no case will the total rate of seed and fertilizer vary more or less than
twenty-five (25%) percent of that specified for "seeding and mulching".
3.7 SUPPLEMENTAL SEEDING
A. The work covered by this section consists of the application of additional seed to an area already
seeded with permanent seed but on which there is not a satisfactory cover of grass.
B. The work of supplemental seeding does not include seedbed preparation, fertilizer, limestone, or
mulch, and is intended only to provide an additional amount of seed to the Fertilizer Top dressing
operation on projects that do not have a stand of grass thick enough to cover the ground in a
reasonable length of time. This work does not conflict with nor replace repair seeding as its purpose
is entirely different.
C. The kinds of seed shall be the same as for "seeding and mulching", and the rate of application may
vary from 25 pounds to 75 pounds per acre. The final rate per acre; if needed, will be determined by
the Engineer prior to the time of top dressing and the Contractor will be notified in writing of the rate
per acre, total quantity needed and areas on which to apply the supplemental seed.
3.8 FERTILIZER TOP DRESSING:
A. Fertilizer top dressing shall be performed in accordance with the requirements of Section 1665 of the
North Carolina State Department of Transportation's Standard Specifications for Roads and
Structures, latest revision.
END OF SECTION 02228
Cedar Lane Streambank Stabilization
July 2023 Page 22 of 32

SECTION 02300 - EARTHWORK
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Preparing subgrades for slabs -on -grade, walks, pavements, lawns, and plantings.
2. Excavating and backfilling for structures.
3. Excavating and backfilling trenches for buried mechanical and electrical utilities and pits for
buried utility structures.
B. Related Sections include the following:
1. Division 2 Section "Erosion and Pollution Control, Clean-up and Seeding, Asphalt Paving
and Storm Drainage.
1.2 DEFINITIONS
A. Backfill: Soil materials used to fill an excavation.
1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to
support sides of pipe.
2. Final Backfill: Backfill placed over initial backfill to fill a trench.
B. Base Course: Layer placed between the subgrade course and asphalt paving.
C. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe.
D. Borrow: Satisfactory soil imported from off -site for use as fill or backfill.
E. Excavation: Removal of material encountered above subgrade elevations.
F. Additional Excavation: Excavation below subgrade elevations as specifically directed by
Engineer.
G. Additional excavation and replacement material will be paid for according to Contract
provisions. Refer to the line items for undercut and select backfill.
1. Bulk Excavation: Excavations more than 10 feet (3 m) in width and pits more than 30
feet (9 m) in either length or width.
H. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
dimensions without direction by Engineer. Unauthorized excavation, as well as remedial
Cedar Lane Streambank Stabilization
July 2023 Page 23 of 32

work directed by Engineer, shall be without additional compensation.
Fill: Soil materials used to raise existing grades.
J. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and
electrical appurtenances, or other man-made stationary features constructed above or below the
ground surface.
K. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or
backfill immediately below base, drainage fill, or topsoil materials.
L. Utilities include on -site underground pipes, conduits, ducts, and cables, as well as underground
services within buildings.
M. Competent Person: Competent Person means one who is capable of identifying existing and
predictable hazards in the surroundings or working conditions which are unsanitary, hazardous,
or dangerous to employees, and who has authorization to take prompt corrective measures to
eliminate them.
1.3 SUBMITTALS
A. Product Data: For the following:
1. Geotextile stone subgrade underlayment.
2. Drainage fabric.
3. Warning Tape
B. Material Test Reports: From a qualified testing agency indicating and interpreting test
results for compliance of the following with requirements indicated:
Classification according to ASTM D 2487 of each on -site or borrow soil material
proposed for fill, backfill, and embankment fill.
2. Laboratory compaction curve according to ASTM D 698 for each on -site or borrow
soil material proposed for fill, backfill, and embankment fill.
1.4 QUALITY ASSURANCE
A. Geotechnical Testing Agency Qualifications: An independent testing agency qualified according
to ASTM E 329 to conduct soil materials testing, as documented according to ASTM D 3740 and
ASTM E 548. Owner will provide a geotechnical testing agency to provide independent testing
of soils, subgrades, concrete, and asphalt for the project.
B. Competent Person: Contractor shall provide a Competent Person as defined above to direct
safety operations to protect worker and public safety for all construction operations. A
Competent Person shall be present during all Contractor and Subcontractor operations on the
site.
C. Quality Standards: Except where specifically called out otherwise, all work and materials shall
comply with NCDOT requirements as set forth in the latest edition of the NC Department of
Transportation Standard Specifications for Roads and Structures which is hereby a part of the
Contract Documents by reference in the Standard Special Provisions.
Cedar Lane Streambank Stabilization
July 2023 Page 24 of 32

D. Pre -excavation Conference: Conduct conference at Project site to comply with requirements in
Division 1 Section "Project Meetings."
1.5 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted in writing by Engineer and then only after arranging to provide temporary utility
services according to requirements indicated:
Notify Engineer not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Engineer's written permission.
3. Contact utility -locator service for area where Project is located before excavating.
B. Demolish and completely remove from site existing underground utilities indicated to be
removed. Coordinate with utility companies to shut off services if lines are active.
PART 2 — PRODUCTS
2.1 SOIL MATERIALS
A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not
available from excavations.
B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM,
(AASHTO M 145 soil classification groups A-1, A-2-4, A-2-5, AND A-3) or a combination of these
group symbols; free of rock or gravel larger than 3 inches (75 mm) in any dimension, debris,
waste, frozen materials, vegetation, and other deleterious matter.
C. Where Select Fill for Undercut Areas is called out it shall be "Satisfactory Soils" as defined
above. Select materials for storm drain pipes is defined below.
D. Unsatisfactory Soils For Import Material: ASTM D 2487 soil classification groups A-2-6, A-2-7,
A-4, A-5, A-6, AND A-7, or a combination of these group symbols. Unsatisfactory soils shall not
be used as import backfill material.
E. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum
moisture content at time of compaction.
F. Backfill and Fill: Satisfactory soil materials.
G. Trench Stabilization Stone: Stone used at the direction of the Engineer for foundation
stabilization shall be NCDOT No. 57 or No. 67 stone as defined in Table 1005-1 of the NCDOT
Standard Specifications. This is stone used to refill undercut excavations and unauthorized
excavations. Unauthorized use of trench stabilization for drainage purposes is not a pay item
and shall receive no separate payment. Where a pay item is provided for trench stabilization it
shall be used only for authorized locations which, in the opinion of the Engineer, require
undercut.
H. Select Materials For Storm Drains: Soil materials meeting the definition of Class II, Type 1 or
Class III materials as defined in Section 1016-3 Classifications in the NCDOT Standard
Specifications for Roads and Structures.
Cedar Lane Streambank Stabilization
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I. Base: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and
natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch (38-mm)
sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve.
J. Storm Drainage Pipe Backfill Material:
1. Materials placed above the pipe spring line (mid -point) or higher may be on -site trench
excavated soils and road subgrade soils meeting the definition of Satisfactory Soils or other
material evaluated by the Geotechnical Consultant as satisfactory for that purpose.
2. Materials placed below the pipe spring line shall be Class II, Type 1 or Class III material as
defined by the current edition of NCDOT's Standard Specifications Section 1016 — Select
Materials. Refer to the details for specific storm drain pipe bedding requirements.
3. Undercut and Select Fill: Where, in the opinion of the Engineer, in -situ material is not
satisfactory soil material for backfill, the Engineer may call for Undercut and use of Select
Materials or for Trench Foundation Stabilization Stone to be placed at the unit price set forth
in the bid.
4. Select Materials and other trench materials specifically called out in the details for storm
drainage pipe are to be included in the unit bid price of the pipe. Additional undercut and
select fill where they are, in the opinion of the Engineer, required are to be paid for at the unit
bid price. Refer to the details and the specification section entitled, "Unit Prices."
2.2 ACCESSORIES
A. Detectable Warning Tape: Acid- and alkali -resistant polyethylene film warning tape
manufactured for marking and identifying underground utilities, minimum 6 inches (150 mm)
wide and 4 mils (0.1 mm) thick, continuously inscribed with a description of utility, with
metallic core encased in a protective jacket for corrosion protection, detectable by metal
detector when tape is buried up to 30 inches (750 mm) deep; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
B. Drainage Fabric: Nonwoven geotextile, specifically manufactured as a drainage geotextile;
made from polyolefins, polyesters, or polyamides; and with the following minimum properties
determined according to ASTM D 4759 and referenced standard test methods:
1. Grab Tensile Strength: 120 Ibf (534 N); ASTM D 4632.
2. Trapezoidal Tear Strength: 50 Ibf (223 N); ASTM D 4533.
3. CBR Puncture Resistance: 310 lb. (1380 N); ASTM D 6241.
4. Water Flow Rate: 130 gpm per sq. ft. (92 L/s per sq. m); ASTM D 4491.
5. Apparent Opening Size: No. 50 (0.3 mm); ASTM D 4751.
Cedar Lane Streambank Stabilization
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C. Geotextile Stone Subgrade Underlayment: Provide a Type 5 Geotextile pe Table 1056-1 of the
NCDOT Standard Specifications for Roads and Structures. Provide a fabric on the NCDOT
Approved Products List. Fabric will be used only when directed by Engineer.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations.
B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide
protective insulating materials as necessary.
C. Provide erosion -control measures to prevent erosion or displacement of soils and discharge
of soil -bearing water runoff or airborne dust to adjacent properties and walkways.
a. DEWATERING
A. Prevent surface water and ground water from entering excavations, from ponding on prepared
subgrades, and from flooding Project site and surrounding area.
B. Protect subgrades from softening, undermining, washout, and damage by rain or water
accumulation.
C. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in
excavations. Do not use excavated trenches as temporary drainage ditches.
D. Install a dewatering system to keep subgrades dry and convey ground water away from
excavations. Maintain until dewatering is no longer required. Foundation stabilization stone and
select backfill shall not be used as an alternate to adequate trench or subgrade dewatering and
stormwater runoff control.
E. Do not install pipes, structures, pavements or base courses in standing water and do not place
them in weak saturated subgrades. Consult with Engineer if soft, yielding subgrades are
encountered prior to installing improvements.
3.4 EXPLOSIVES
A. Explosives: Do not use explosives.
3.5 EXCAVATION, GENERAL
A. Unclassified Excavation: All excavation to subgrade elevations regardless of the character
of
surface and subsurface conditions encountered, including rock, soil materials, pavements
and obstructions.
6. If excavated materials intended for fill and backfill include unsatisfactory soil materials and
rock, replace with satisfactory soil materials.
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7. Unclassified excavation includes the demolition of existing surfaces and pavements where
applicable, loading, hauling, and disposal of spoils created by the excavation and all
incidental work required to achieve a subgrade that when replaced with the proposed
stone and pavement thicknesses achieves the proposed intended finished elevations.
3.6 EXCAVATIONS
A. For Structures: Excavate to indicated elevations and dimensions within a tolerance of plus or
minus 1 inch (25 mm). Extend excavations a sufficient distance from structures for placing and
removing concrete formwork, for installing services and other construction, and for inspections.
Do not disturb bottom of excavations intended for bearing surface.
B. For Walkways: Excavate surfaces under walks and pavements to indicated cross sections,
elevations, and grades. Excavate to a depth which allows the new walkway section, when
completed, to match proposed grades with adequate drainage and cross- slopes.
C. For Pavements: Provide Roadway Excavation meeting the requirements of Section 225-1
through 225-6 of the NCDOT Standard Specifications for Roads and Structures. Payment shall
be as described in the "Unit Prices" Section of this Project Manual and Section 225-7 of the
NCDOT Standard Specifications does not apply. Excavate as necessary to provide the new
additional thickness stone or asphalt base and pavement sections such that they will match
existing curb lines and tie-in grades and lines with an adequate crown as specified. Take care to
avoid over -excavation. Unauthorized excavations shall be refilled as directed by the Engineer.
Review finished subgrade surfaces for rutting, yielding or wet locations and consult with
Engineer on the correction required. Coordinate demolition and excavation to control the
maximum surface areas to that which can be handled by available forces without prolonged
exposure to potential rainfall events and without exposure to repeated saturation which could
soften the existing subgrades.
3.8 EXCAVATION FOR UTILITY TRENCHES
A. Excavate trenches to indicated gradients, lines, depths, and elevations.
1. Excavate trenches to allow installation of top of pipe below frost line.
B. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or
conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher than top
of pipe or conduit, unless otherwise indicated.
1. Clearance: As indicated.
C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of
pipes. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes. Remove
projecting stones, rubble, and sharp objects along trench subgrade.
1. Pipe bedding shall be Select Materials of a thickness equal to or greater than that shown on the
detail.
2. Except where noted otherwise, the minimum compaction required for pipe bedding and backfill is
95% ASTM D698 Standard Proctor Density.
3.9 APPROVAL OF SUBGRADE
A. Notify Engineer when excavations have reached required subgrade.
Cedar Lane Streambank Stabilization
July 2023 Page 28 of 32

B. If Engineer determines that unsatisfactory soil is present, continue excavation and replace with
compacted backfill or fill material as directed.
1. Additional excavation and replacement material will be paid for according to Contract
provisions for changes in the Work.
C. Proof roll subgrade with heavy pneumatic -tired equipment to identify soft pockets and areas of
excess yielding. Do not proof roll wet or saturated subgrades. Contractor shall contact the Engineer
48 hours prior to performing proof roll to coordinate time.
D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or
construction activities, as directed by Engineer.
3.10 UNAUTHORIZED EXCAVATION
A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of
concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill
may be used when approved by Engineer.
B. Fill unauthorized excavations under other construction or utility pipe as directed by
Engineer. Select Materials, ABC, or other suitable granular materials may be used.
3.11 STORAGE OF SOIL MATERIALS
A. Stockpile borrow materials and satisfactory excavated soil materials. Stockpile soil materials
without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to
prevent windblown dust.
1. Stockpile soil materials away from edge of excavations. Do not store within drip line of
remaining trees.
3.12 BACKFILL
A. Place and compact backfill in excavations promptly, but not before completing the following:
1. Construction below finish grade including, where applicable, damp proofing, waterproofing, and
perimeter insulation.
2. Surveying locations of underground utilities for record documents.
3. Inspecting and testing underground utilities.
4. Removing concrete formwork.
5. Removing trash and debris.
6. Removing temporary shoring and bracing, and sheeting.
7. Installing permanent or temporary horizontal bracing on horizontally supported walls.
3.13 UTILITY TRENCH BACKFILL
A. Place and compact bedding course on trench bottoms and where indicated. Shape bedding
Cedar Lane Streambank Stabilization
July 2023 Page 29 of 32

course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and
bodies of conduits.
B. Backfill trenches excavated under footings and within 18 inches (450 mm) of bottom of
footings; fill with concrete to elevation of bottom of footings.
C. Place and compact initial backfill of base material, free of particles larger than 1 inch (25 mm), to a
height of 12 inches (300 mm) over the utility pipe or conduit.
1. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and
along the full length of utility piping or conduit to avoid damage or displacement of utility system.
D. Coordinate backfilling with utilities testing.
E. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is removed.
F. Place and compact final backfill of satisfactory soil material to final subgrade.
G. Install warning tape directly above utilities, 12 inches (300 mm) below finished grade, except 6
inches (150 mm) below subgrade under pavements and slabs.
3.14 FILL
A. Preparation: Remove vegetation, topsoil, debris, unsatisfactory soil materials, obstructions, and
deleterious materials from ground surface before placing fills.
B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill
material will bond with existing material.
C. Place and compact fill material in layers to required elevations as follows:
1. Under grass and planted areas, use satisfactory soil material.
2. Under walks and pavements, use satisfactory soil material.
3.15 MOISTURE CONTROL
A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before
compaction to within 2 percent of optimum moisture content.
1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice.
2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that
exceeds optimum moisture content by 2 percent and is too wet to compact to specified
dry unit weight.
3.16 COMPACTION OF BACKFILLS AND FILLS
A. Place backfill and fill materials in layers not more than 8 inches (200 mm) in loose depth for
material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose
depth for material compacted by hand -operated tampers.
B. Place backfill and fill materials evenly on all sides of structures to required elevations, and
uniformly along the full length of each structure.
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July 2023 Page 30 of 32

C. Compact soil to not less than the following percentages of maximum dry unit weight according to
ASTM D 698:
1. Under pavements, scarify and recompact top 12 inches (300 mm) of existing subgrade and each
layer of backfill or fill material at 95 percent.
2. Under walkways, scarify and recompact top 6 inches (150 mm) below subgrade and
compact each layer of backfill or fill material at 92 percent.
3. Under lawn or unpaved areas, scarify and recompact top 6 inches (150 mm) below
subgrade and compact each layer of backfill or fill material at 85 percent.
3.17 GRADING
A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes.
Comply with compaction requirements and grade to cross sections, lines, and elevations
indicated.
1. Provide a smooth transition between adjacent existing grades and new grades.
2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface
tolerances.
B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish
subgrades to required elevations within the following tolerances:
1. Lawn or Unpaved Areas: Plus or minus 1 inch (25 mm).
2. Walks: Plus or minus 1 inch (25 mm).
3. Pavements: Plus or minus 1/2 inch (13 mm).
3.18 BASE COURSES
A. Under pavements, place base course on prepared subgrade and as follows:
1. Place base course material over subgrade.
2. Compact base courses at optimum moisture content to required grades, lines, cross
sections, and thickness to not less than 95 percent of maximum dry unit weight according to
ASTM D 1557.
3. Shape base to required crown elevations and cross -slope grades.
4. When thickness of compacted base course is 6 inches (150 mm) or less, place materials
in a single layer.
5. When thickness of compacted base course exceeds 6 inches (150 mm), place materials in equal
layers, with no layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick
when compacted.
B. Pavement Shoulders: Place shoulders along edges of base course to prevent lateral movement.
Construct shoulders, at least 12 inches (300 mm) wide, of satisfactory soil materials and compact
simultaneously with each base layer to not less than 95 percent of maximum dry unit weight
according to ASTM D 1557.
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July 2023 Page 31 of 32

3.19 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing
agency to perform field quality control testing.
B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with
subsequent earthwork only after test results for previously completed work comply with
requirements.
C. Testing agency will test compaction of soils in place according to ASTM D 1556,
ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the
following locations and frequencies:
Paved Areas: At subgrade and at each compacted fill and backfill layer, at least one test for
every 2000 sq. ft. (186 sq. m) or less of paved area or building slab, but in no case fewer than
three tests.
2. Trench Backfill: At each compacted initial and final backfill layer, at least one test for
each 150 feet (46 m) or less of trench length, but no fewer than two tests.
D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of
compaction specified, scarify and moisten or aerate, or remove and replace soil to depth
required; recompact and retest until specified compaction is obtained.
3.20 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free
of trash and debris.
B. Repair and reestablish grades to specified tolerances where completed or partially completed
surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent
construction operations or weather conditions.
1. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and
recompact.
C. Where settling occurs before Project correction period elapses, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing.
1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and
eliminate evidence of restoration to the greatest extent possible.
3.21 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: If temporary storage of soil materials is required, Contractor shall obtain his or her own
storage sites.
1. Remove waste material, including unsatisfactory soil, trash, and debris, and legally
dispose of it off Owner's property. Provide a written permission to dump waste soils and debris
from receiving property owner when requested. All soils wasting and disposal and construction
and demolition debris disposal shall be carried out in accordance with applicable NCDEQ
END OF SECTION 02300
Cedar Lane Streambank Stabilization
July 2023 Page 32 of 32

ATTACHMENT B — Supporting Calculations
Cedar Lane Streambank Stabilization
July 2023

THE
EAST
GROUP
March 23, 2023
Excerpt from Hydraulic & Hydrologic
Narrative
Technical Memorandum
To: Lisa Kirby, PE
Daryl Norris, PE
City of Greenville, NC
1500 Beatty Street
Greenville, NC 27834
From: Todd Tripp, PE
Todd Digitally signed
by Todd Tripp
Date:
T r i p p 2023.07.06
11:52:09-04'00'
Reedy Branch (Cedar Ln) Streambank Stabilization —
Phase 2
Hydraulic and Hydrologic Narrative Report-95%
Introduction
Previously, the City of Greenville engaged Hazen Sawyer to provide analysis and design for the Reedy
Branch (Cedar Ln) Streambank Stabilization Project. The City of Greenville initially planned to repair and
stabilize eroding streambanks along an approximately 800-foot segment of Reedy Branch beginning at the
Jaycee Park and extending southward to a point near the intersection of Fletcher Place and Lisa Lane.
Subsequently, the City of Greenville determined that they wished to continue the project from its current
endpoint near Lisa Lane and extending southward along Reedy Branch to 14" Street. This report details
the background, methodology, and results of the hydraulic and hydrologic analysis for an addition to the
original project. This additional length of channel will be referred to as Phase 2. This document is intended
as a supplement to the Hydraulic and Hydrologic Narrative prepared for the original project prepared by
Hazen and Sawyer and dated April 22, 2022. Certain attachments such as the original hydrology in
Appendix A of the original narrative by Hazen Sawyer dated April 22, 2021 are applicable to Phase 2. By
referencing these documents, we indicate concurrence with the work in that report.
Phase 2 Scope
The City of Greenville plans to repair and stabilize additional eroding streambanks along an approximately
550-foot segment of Reedy Branch, extending from Lisa Lane to 14t1i Street. The original design, which we
will refer to as Phase 1, will be combined with Phase 2 into a combined package to be used to permit, bid,
improvements to approximately 1,350 LF of channel as required to stabilize the banks. Some sections of
the bank deemed stable at present will be left as is and not enhanced. Such segments of the bank are either
stable by virtue of existing vegetation and slopes that are resisting current velocities or sections that have
been previously armored with existing concrete slabs or rock or masonry rubble. For Phase 2, these sections
are identified and described in the following information. The project is referred to as the Cedar Lane
Streambank Stabilization and reference is made to the 95% Design Drawings which are provided under a
separate cover.
THE EAST GROUP 1 324 Evans Street I Greenville, NC 27858

Table of Contents
Reedy Branch (Cedar Ln) Streambank Stabilization...................................................................... 1
Introduction.....................................................................................................................................
1
1.
Project Background........................................................................................................
3
2.
Hydrology......................................................................................................................
4
3.
Hydraulic Modeling.......................................................................................................
5
3.1
HEC-RAS Modeling......................................................................................................
5
3.2
Cross-section Data.........................................................................................................
6
3.3
Manning's Roughness Coefficients...............................................................................
6
3.4
HEC-RAS Results..........................................................................................................
8
4.
Bank Erosion..................................................................................................................
9
5.
95% Design..................................................................................................................10
5.1
Streambank Stabilization..............................................................................................
10
5.2
Permitting.....................................................................................................................
11
5.3
Proposed Bank Vegetation...........................................................................................
11
6.
Pollutant Removal........................................................................................................
12
7.
References....................................................................................................................
12
Appendix A — Hydrologic Calculations from the Watershed Master Plan — See Appendix A of
Hazen Sawyer Narrative for Phase 1.
Appendix B — Manning's N Calculation = See Appendix B of the Hazen Sawyer Narrative for
Phase 1
Appendix C — Stability Investigation Results- Provided by Timmons Group - See Attached
THE EAST GROUP 1 324 Evans Street I Greenville, NC 27858

March 24, 2022
1. Project Background
This background was previously provided by Hazen and Sawyer (Hazen) and is modified and adapted here
to cover Phase 2 of the project:
Hazen provided the City of Greenville (City) with the Greens Mill Run Watershed Master Plan in August
of 2016. Within this Master Plan, Hazen identified a length of Reedy Branch that would benefit from
streambank stabilization due to the high erosion rates present throughout the reach. These high erosion
rates are detrimental to water quality and threaten adjacent properties. Some stream bank loss is evident
and small utility buildings, storm drainage piping and play equipment has been affected or threatened by
erosion. Home owners have expressed concern for future losses as well.
Reedy Branch is a tributary to Greens Mill Run in Greenville, North Carolina. Reedy Branch runs from US-
264 ALT and East 141h Street north to Green Springs Park to a confluence with Greens Mill Run. The
proposed streambank stabilization is located along a confined section of Reedy Branch that runs parallel to
East Wright Road, starting at 14' Street and running northward toward Jaycee Park. At the outset of the
Cedar Lane streambank project, the City focused its efforts on an 800-foot segment of the reach of the stream
extending from the Jaycee Park to Lisa Lane.
Figure 1-1: Overview of Site for Proposed Cedar Lane Streambank Stabilization
This work was described in a Hydraulic and Hydrologic Narrative Report prepared by Hazen and Sawyer
dated April 22, 2021. After further study, the City decided to add an additional 550 LF of stream to the
City of Greenville Page 3 of 12
Reedy Branch (Cedar Ln) Streambank Stabilization
Hydraulic and Hydrologic Narrative Report -FINAL

March 24, 2022
project scope extending from Lisa Lane to 14t1i Street. In this report, we refer to the original 800-foot scope
as Phase 1 and the additional scope extending the stabilization project from Lisa Lane to 14t' Street as
Phase 2. The City engaged The East Group to provide design for Phase 2. An overview of the Phase 2
project site is shown below in Figure 1-1.
This report details the calculations supporting the proposed design shown in the 65% Design Drawings,
provided under a separate cover.
2. Hydrology
Phase 2 of the Cedar Lane project extends the improvements to the channel an additional 550 Linear feet
upstream of the Phase 1 project. The hydrology used in the for the Hazen Sawyer plans dated March
2022 is based upon the Greens Mill Run Watershed Master Plan (WSMP), in which Hazen utilized the
United States Army Corps of Engineers (USACE) Hydraulic Engineering Center Hydrologic Modeling
System (HEC-HMS) program to develop peak watershed discharges for certain return period floods.
Hazen Sawyer provided background in their project narrative stating that the model was developed using
available soils, topographic data, land -use, and aerial photography to delineate subbasins representing
existing conditions within the watershed. Projections of future conditions were modelled based on the
City of Greenville's future land -use GIS data. Curve numbers were developed for each subbasin using a
combination of the City of Greenville land -use GIS data and soil type information downloaded from the
Natural resources Conservation Service (MRCS) Web Soil Survey. The East Group reviewed the
available data and adopted it for use in the analysis for the Phase 2 project as it appears valid and
applicable to this design for the extension of the channel improvements. This is a conservative
assumption since Phase II is upstream of Phase 1. All material included in this report relative to the peak
flows for design was extracted from the previous Hazen Sawyer H&H narrative.
Precipitation data was obtained from NOAA Atlas 14, Vol. 2, Version 3; see Table 2-1. This data was
used to develop Type III, 24-hour synthetic rainfall events that are used in the HEC RAS modelling
being performed by the Timmons Group.
Table 2-1: NOAA Rainfall Data
Storm
Event
Total Precipitation Depi
for 24-hr storm events
(in)
1-yr
3.13
2-yr
2.80
10-yr
5.86
25-yr
7.30
50-yr
8.54
100-yr
9.91
Subbasin peak discharges conveyed through Reedy Branch and into the project area, as determined by
HEC-HMS work by Hazen Sawyer, are listed below in Table 2-2 for existing and future watershed
conditions. The stabilization measures proposed for Reedy Branch will be based on peak discharges
City of Greenville Page 4 of 12
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under future conditions.
Table 2-2: HEC-HMS Peak Discharge
Storm
Event
Peak Discharge —
Existing Conditions
(cfs)
Peak Discharge —
Future Conditions
(cfs)
1-yr
33
33
2-yr
50
50
10-yr
99
111
25-yr
118
142
50-yr
136
169
100-yr
163
202
3. Hydraulic Modeling
3.1 HEC-RAS Modeling
Hydraulic study of the restoration areas is being performed using the USACE Hydrologic Engineering
Center's River Analysis System (HEC-RAS) computer program. The HEC-RAS program computes
water surface profiles for steady, gradually varied flow in natural or man-made channels by applying a
methodology generally known as the Standard Step Method.
The starting point for the computations is the water surface elevations previously obtained by Hazen
Sawyer immediately downstream of the Phase 2 project area.
Peak discharges outputted from the previous HEC-HMS hydrologic model as applied to the
downstream section of Reedy Branch (now referred to as Phase 1 of the project) were used as inputs to
the HEC-RAS hydraulic model. See Table 2-2 above for this data. More information will be available
concerning the HEC-RAS model in subsequent iterations of the design documents.
A HECRAS model run was completed for the preliminary grading plan dated September 27, 2022 for
Phase 2 which combined the Phase 1 and Phase 2 cross sections in to one unified model. This run
showed that the net change to the water surface due to stabilization work was less than 0.5 feet at all
cross sections analyzed. Since the completion of that model run, a field inspection of Phase 2 was
completed to review the stream stability. The results of this inspection, conducted on October 4, 2022
indicated the need for alterations in the original grading plan to fortify certain areas not originally
scheduled for enhancement and to drop areas shown to be improved that currently demonstrate
stability. These currently proposed erosion control enhancements are shown on the attached 65% plans
but the updated cross sections have yet to be modelled to verify the water surfaces with the latest
changes.
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The design team investigated the documentation needs for changes to the stream to establish a criterion
for maximum acceptable water surface elevation changes. Relieving certain point bar constrictions to
reduce stress placed on the outside bank in channel bends or laying back undercut slopes may tend to
lower the water surface and bolstering the toe of slope so that it constricts the cross-section may raise
the water surface elevation. If these changes exceed a certain threshold, then a Letter of Map Revision
(LOMR) might be required upon completion of the work. Ideally, the stream can be stabilized without
necessitating a map revision. In order to manage this requirement, we worked with Daryl Norris with
the City of Greenville to request guidance on developing a criterion for the design. Mr. Norris
obtained the following guidance from Scott Gentry of NC Emergency Management:
FEMA does not require a LOMR to follow a no -rise if the decreases are 0.1 ft or less. If decreases are
less than 0. S ft, then it falls into somewhat of a grey area where it is up to the community how you
choose to move forward. We recommend that no -rise projects with decreases greater than 0. S ft should
be followed by a LOMR.
Based upon the above information, the Design Team decided that our changes should, if practical, limit
the water surface elevation changes with the 100-year return period storm to less than 0.5 feet. An
initial run based upon a preliminary grading plan found that the change in water surface fits within the
allowable criteria. The recent changes dictated by the stability review will be analyzed to confirm if the
plans as shown still comply with this criterion, if they do not, then additional changes will be attempted
to bring the completed design within the criteria of not raising or lowering the 100-year WSE by as
much as 0.5 feet.
3.2 Cross-section Data
Field survey of Phase 2 was completed by The East Group and used to generate proposed contours. This
work was completed in September 2022. These cross -sections were added to the FRIS HEC- RAS model
and run to confirm the WSE changes brought about by the channel enhancements. The combination of
the Phase 1 model and the new Phase 2 model was performed by the Timmons Group. The combined
model will be updated to show the effect that Phase 2 will have on the combined Phase 1 and Phase 2
system.
The Proposed Conditions model contained cross -sections at the same river stations as the Existing
Conditions model. The section station -elevation data was updated to reflect the proposed streambank
grading along Reedy Branch.
3.3 Manning's Roughness Coefficients
The Manning's roughness coefficient, n, estimates the resistance to flow in a channel or along a given
surface. The major factors that influence the value of "n" are surface irregularities in a channel, variations
in shape and size of the channel cross-section, obstructions, vegetation, and channel sinuosity. Roughness
coefficients used in the HEC-RAS model were determined using the USGS Guide for Selecting
Manning's Roughness Coefficients for Natural Channels and Floodplains, WSP 2339 (Arcement, 1980),
as follows:
n= (nb+n I +b2+n3+n4) m
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nb= bare channel roughness coefficient
nl= degree of surface irregularity
n2 = variation in shape/size of channel, 0 per document guidance
n3= effect of obstructions
n4= amount of vegetation
m= effect of channel meandering
Hazen Sawyer used field measurements to determine the particle size distribution at the project site in
order to calculate a bare channel roughness coefficient, nb. Correction factors were added to the
roughness coefficients, per the USGS Guide, to calculate the Manning's roughness coefficient for each
cross section's main channel and floodplain. These correction factors were determined through field
observation, comparing field photographs with photographs from the United States Geological Survey
(Barnes, 1967). The Manning's n calculations completed in Appendix B of the original Phase 1
narrative will be used as a basis for the n values for Phase 2.
We intend to use the same roughness coefficients for Phase 2 as those developed by Hazen Sawyer for
Phase 1. The type of material and assigned Manning's n can be seen in Table 3-1 below. The proposed
stream bank stabilization material (see Section 5) was assigned a Manning's n of 0.05 along the banks of
the channel.
Table 3-1: Manning's n Assigned to Existing In -Stream Obstructions
Material I Assigned Manning's n
Broken Concrete Debris 0.025
Riprap 0.033
Stacked Concrete 1 0.016
3.4 HEC-RAS Results
The HECRAS model has been updated, and the following data has been extracted from the model run by
Timmons Group. In the course of running the model, it has become apparent that adjustments to the
model for Phase 1 are needed and slight alterations of certain cross sections are needed to keep the model
results within the criteria agreed to by the Flood Plain Administrator. The changes to flood elevations are
required to be less than 0.5 feet. A drop in elevation of more than 0.5 feet requires a Conditional Letter
of Map Revision (CLOMR). Our intention with this design is to set cross section dimensions that keep
the predicted flood levels within the criteria that will avoid the necessity of a CLOMR. This past week,
we realized in the review of the Phase 1 model that two cross sections in the Phase 1 model were
lower(smoother) than would be expected. We visited the site to confirm what the Manning's N for thse
cross sections should be and are conferring with Timmons on potential adjustments and solutions. The
result of this work will follow. Table 3-2 below provides the predicted velocities for Phase II in a format
similar to that provided for Phase 1. The stationing in the table below reflects the construction plan
stations.
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Table 3-2: Comparison of Max Velocity Changes
Grading Site
Storm Event
Existing Maximum
Velocity
(fps)
Proposed Maximum
Velocity
(fps)
Change in
Maximum Velocity
(fps)
1-year
4.54
4.53
-0.01
2-year
4.92
4.92
0
0+25
10-year
5.5
5.51
0.01
100-year
6.02
5.92
-0.1
1-year
3.63
3.69
0.06
2-year
4.04
4.11
0.07
1+00
10-year
4.74
5.29
0.55
100-year
5.4
6.13
0.73
1-year
3.55
4.45
0.9
2-year
3.52
4.09
0.57
2+00
10-year
3.89
4.51
0.62
100-year
4.57
5.15
0.58
1-year
2.02
2.46
0.44
2-year
2.38
2.68
0.3
3+00
10-year
3.24
3.7
0.46
100-year
4.23
4.67
0.44
1-year
4.36
4.19
-0.17
2-year
4.65
4.51
-0.14
4+00
10-year
5.35
5.24
-0.11
100-year
6.1
5.91
-0.19
1-year
2.48
2.2
-0.28
2-year
2.82
2.47
-0.35
5+00
10-year
3.7
3.18
-0.52
100-year
4.69
4.01
-0.68
1-year
3.09
2.71
-0.38
2-year
3.54
3.07
-0.47
5+25
10-year
4.54
3.98
-0.56
100-year
5.59
5.03
-0.56
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Table 3-3 provides a results of tractive force calculations for the construction plan cross sections listed.
Table 3-3: Comparison of Max Shear Changes
Grading Site
Storm Event
Existing
Maximum Shear
1pso
Proposed
Maximum
Shpsf
Change in
Maximum Shear
(psf)
0+25
1-year
1.65
I 1.65
I 0
2-year
1.83
I 1.82
I -0.01
10-year
2.01
I 2.02
I 0.01
100-year
2.19
I 2.11
I -0.08
1+00
1-year
0.97
I 1
I 0.03
2-year
1.14
I 1.17
I 0.03
10-year
1.39
I 1.78
I 0.39
100-year
1.6
I 2.15
I 0.55
2+00
1-year
0.93
I 1.53
I 0.6
2-year
0.83
I 1.16
I 0.33
10-year
0.88
I 1.23
I 0.35
100-year
1.09
I 1.43
I 0.34
3+00
1-year
0.26
I 0.41
I 0.15
2-year
0.35
I 0.45
I 0.1
10-year
0.58
I 0.79
I 0.21
100-year
0.88
I 1.11
I 0.23
4+00
1-year
1.43
I 1.31
I -0.12
2-year
1.51
I 1.41
I -0.1
10-year
1.75
I 1.69
I -0.06
100-year
2.05
I 1.96
I -0.09
5+00
1-year
0.43
I 0.33
I -0.1
2-year
0.52
0.39
-0.13
10-year
0.75
0.55
-0.2
100-year
1.08
0.78
-0.3
5+25
1-year
0.67
0.5
-0.17
2-year
0.82
I 0.61
I -0.21
10-year
1.2
I 0.89
I -0.31
100-year
1.61
1.27
-0.34
As stated above, we have a target threshold change in water surface elevation. The model was run with
the updated contours shown in the 95% plans changes were made to reduce the magnitude of water
surface changes (up or down) to try and keep them within the agreed upon criterion of 0.5 feet of change
(maximum). One change that was dictated by the HECRAS model was the addition of the improvements
shown at Station 0+92 Right to Station 1+75 Right. This segment had been dropped from the work but
review of the HECRAS model revealed that the model results are not satisfactory and do not meet the
agreed upon threshold for flood level change without these improvements. The results are reported in a
Table 3-4 as follows:
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Table 3-4: 100-Year WSE Summary Statistics
Grading
Site
River
Station
A 100-
Year
WSE (ft)
0+25
4701
-0.123
1 +00
4620
-0.583
2+00
4579
-0.275
3+00
4539
-0.216
4+00
4489
-0.003
5+00
4443
-0.037
5+25
4396
-0.095
4. Bank Erosion
Bank erosion was evaluated using methods from the Bank Assessment for Non -point Source
Consequences of Sediment (BANCS) model (Rosgen 2006). Erosion rates were predicted by assigning a
Bank Hazard Erosion Index (BEHI) and Near Bank Shear Stress (NBS) rating to various stream bank
conditions. Refer to Appendix C for the BANCS assessment and annual erosion calculations.
Timmons Group obtained field data along the entire Phase 2 stream left and right banks to characterize
bank erodibility rates for use in estimating existing stream bank erosion rates. The right bank along the
reach was represented with 24 segments with similar bank conditions and the left bank 19 segments. A
portion of the stream in this reach has rock and concrete armament resulting in low erosion rates in those
areas which comprised 16% of the stream bank length evaluated. Table 4-2 shows the results of the
BANCS model assessment and predicted stream bank erosion rates. Typical erosion rates (in
tons/foot/year) are as follows: stable (<0.006), moderately unstable (<0.04), unstable (<0.07) and highly
unstable (>0.07). Reedy Branch, at 0.10 tn/ft/yr, is eroding at a highly unstable rate.
Table 4-2: Predicted Annual Stream Bank Erosion Rates
Estimated
Estimated
Estimated
Stream
Avg
Bank
Bank
Bank
Length
BEHI
Avg NBS
Erosion
Erosion
Erosion
Stability
Location
(ft)
Rating
Rating
(cy/yr)
(tn/yr)
(tn/ft/yr)
Rating
Phase 2
584
Moderate
41.96
56.58
0.10
Highly
High
to High
Unstable
The banks, particularly the left bank of the channel from Station 2+25 (as measured from the 14' Street
culvert outlet in the downstream direction) shows a continual undermining undercut. The right bank is
temporarily supported with large trees that are beginning to be undercut. Clearly grading and stabilization
is needed in this channel portion to stabilize the channel and interrupt the undercutting of the stream banks.
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5. 95% Design
5.1 Streambank Stabilization
As summarized in the previous project description, one of the primary project goals is to improve water
quality by stabilizing the eroding streambanks that are a source of pollutant loading via the sediment to
Reedy Branch. The narrative for Phase 1 indicates that the City prefers spot treatments in lieu of
continuous bank stabilization along the entire reach to reduce the disturbance footprint and impact to
existing trees within the stream corridor. Even so, large portions of Phase 2 are undercutting and require
grading to stabilize and correct bank erosion which will eventually impact these trees anyway without
intervention. The East Group intends to utilize Filtrexx-Greenloxx Reinforced Slope Stabilization system
as recommended for Phase 1 where bank erosion is occurring at High, Very High and Extreme rates (per
the BEHI field evaluation). Grading (to install the Filtrexx) on banks in need of stabilization from the
existing toe of bank to the top of bank varies from 2:1 to 1:1 slope. Some narrow sections of the stream
were widened; conversely, some overly widened meander bends were filled to facilitate a smooth flow
transition.
Banks that have existing stacked concrete and rip rap will remain as is and in -channel debris and riprap
will be removed in areas that were determined to have a high or very high erosion potential. Additionally,
stable streambank sections will be left undisturbed unless access is required through these areas to
construct bank stabilization elsewhere.
The Filtrexx system is designed to withstand shear stress values up to 12 psf and velocities up to 14.5 fps.
Analysis shows that final velocities and shear stresses are well below these thresholds.
5.2 Permitting
Erosion and Sedimentation Control Plan: The total disturbed area for Phase 2 is in excess of/2-acre
but less than 1 acre. The intent, however is to put Phase 1 and 2 together as a single package for
permitting. The combined project will require an approval of the erosion and sedimentation control plan.
The plan also includes the maintenance of routine channel discharge by isolation with rock check dams
and by-pass pumping to help prevent entraining of sediments and keep sediment contained in the active
grading work site.
Stormwater General Permit (NPDES): We will also be required to, upon obtaining the erosion control
plan approval, provide online submittal for the stormwater general permit for construction activities. The
construction contractor will be required to meet certain conditions and keep relevant data on routine
inspections and rainfall events. These requirements have been included as plan sheets in the 65% design
plans.
US Army Corps of Engineers- Nationwide General Permit: In addition to an erosion and
sedimentation control plan, the work will also require a US Army Corps of Engineers Nationwide General
Permit. The work meets the criteria for a Nationwide Permit 13 except for length. Because the channel is
longer than the NWP 13 maximum length, a waiver must be granted and this requires review of the plan
rather than a simple assertion and notification. Our conversation with the USACOE reviewer provided an
assurance that such a waiver is fairly routine and likely to be granted. We have performed volume
City of Greenville Page 11 of 12
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March 24, 2022
calculations that have confirmed that the project is well within the 1 cubic yard per running linear foot of
channel maximum grading limits for a NWP 13. As part of the review of the NWT 13 review, there is a
simultaneous NCDEQ 401 Water Quality Certification Review and Buffer Authorization that is also
undertaken. The documents for this submission are ready to send in once we are granted concurrence by
the City to do so.
FEMA/LOMR: We have discussed above the conditions which could give rise to the need of a Letter of
Map Revision. Our intent with the design is to adjust geometry (to the extent allowable) to prevent the
need for a LOMR.
The work will require the review of the design by the local floodplain administrator. The administrator
has stated that he would have the technical components of the HECRAS model reviewed by the NC staff.
5.3 Proposed Bank Vegetation
The stream restoration approach depends heavily on the rooting strength of native vegetation and bank
protection. The design includes a planting plan for the disturbed areas including the immediate
streambanks, riparian area, managed turf areas. The design precepts for the planting plan are as follows:
• Use of native vegetation which is readily available from regional nurseries
• Use of live stakes and/or tubelings along the immediate streambanks
• Use of large caliber tree plantings (1.5 inch or greater)
• Use of streambank seed mix integrated into the Filtrexx Grosoxx
• Use of native riparian seed mix for the floodplain areas
• Use of hardy temporary seeding mix for immediate vegetation of installed Filtrexx and graded
areas
• Seed and straw placed on six inches of topsoil/compost mix below coir mat and slope
stabilization matting
6. Pollutant Removal
The design will improve water quality by reducing sediment transport. Follow up submissions will
calculate the expected sediment reductions and the associated expected nutrient reductions.
7. References
Hazen Sawyer, Hydraulic and Hydrologic Narrative Report (Phase 1)
North Carolina State University Streambank Erosion Data presented during a February 2, 2006 training workshop,
River Assessment & Monitoring (Level III), conducted by Pilot View, Inc. in Jonesville, NC.
Rosgen, David, 1996. Applied River Morphology, 2nd Edition. Wildland Hydrology. Pagosa Springs, CO.
Rosgen, David, 2006. Watershed Assessment of River Stability and Sediment Supply (WARSSS), 2nd Edition
(2009). Wildland Hydrology. Pagosa Springs, CO.
Schueler, Thomas [Chesapeake Stormwater Network] and Stack, Bill [Center for Watershed Protection] —
September, 2014): Recommendations of the Expert Panel to Define Removal Rates for Individual Stream
Restoration Projects, 64 pages.
City of Greenville Page 12 of 12
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Appendix A: Hydrologic Calculations from WSMP
Drainage Area Maps.............................................................. Refer to the Narrative for Phase 1
NOAA Precipitation Data............ • • .. • • • .. • • • • ................ • • ........ • • Refer to the Narrative for Phase 1
Curve Number and Tc Calculations.......................................................... Refer to the Narrative for Phase 1

Appendix B: Manning's N Calculation
Refer to the Narrative for Phase 1

Appendix C: Stability Investigation Results
BEHI Cedar Ln October 4, 2022 for Phase 1 — Right Bank
BEHI Cedar Ln October 4, 2022 for Phase 1 — Left Bank and Total Soil Loss

Field Data Collected 4-Oct-22
Project: Cedar Lane Stream Stabilization
Soil Bulk Density
Soil Bulk Density (lb/ft) 99.88474
1 (g/cm3) = 62.42796 (lb/ft3)
Right Bank 25.094
Soil Loss tons/ r
Bank Erosion Potential Value from Wildland hydrology BEHI
Project: Cedar Lane Stream Stabilization
Loc
From Sta
Loc
to Sta
Bank
Height ft
FUankfull
Height ft
Root Depth
feet
Root o
Density /
Bank
An le de
Surface
Prot %
Near Bank
Stress Index
Comments
Location
Sta to Station
Stream
Length
Bnk Height/
Bankfull Hei ht
Root Depth/
Bank Ht.
Bnk HeighU
Bankfull Hei ht
Root Depth/
Bank Ht.
Root
Densit
Bank
An le
Surface
Protection
Bank Matl
Ad'ustment
Stratification
Ad'ustment
Total
Value
Bank Eros
Potential
Bank Erosion
Rate f / r
Bank E (si �n)
Volume ft'/ r
Bank Erosion
tons/ ear
0
14
7
2.50
0.33
90
80
90
2
0
14
2.80
0.05
9.00
9.00
5.90
1.45
26.80
Moderate
0.0175
1.72
0.086
14
38
7
2.50
0.25
40
80
80
5
Backyard fence fallen into stream eroded area
14
24
2.80
0.04
9.00
10.00
5.90
1.90
31.91
High
0.3
50.4
2.517
38
51
7
2.50
0.5
40
50
50
2
Eroded bank remove treets 2- start at 0+51
38
13
2.80
0.07
9.00
8.78
3.41
4.32
30.62
High
0.1
9.1
0.454
51
92
6
2.50
0
0
10
100
5
Block wall armored
51
41
2.40
0.00
8.49
10.00
l2.71
1.45
1.00
-20
10.94
Low
0
0
0
92
117
4
2.50
2
60
75
20
4
Transition area wall to bench
92
25
1.60
0.50
6.35
3.90
5.40
7.22
26.37
Moderate
0.1
10
0.499
117
146
4
2.50
2
70
45
50
2
Double trunk tree
117
29
1.60
0.50
6.35
3.90
3.17
4.32
20.45
Moderate
0.0175
2.03
0.101
146
157
2.50
large tree to be removed
157
194
4
2.50
4
40
50
10
2
Area downstream of tree root depth 4 feet due to trees in the area
157
37
1.60
1.00
6.35
1.00
5.11
3.41
9.00
24.87
Moderate
0.0175
2.59
0.129
194
198
2.50
Tree to be removed
198
209
6
2.50
4
80
90
15
3
198
11
2.40
0.67
8.49
3.07
1.90
7.90
7.90
29.27
Moderate
0.04
2.64
0.132
209
229
8
2.50
5
80
40
50
2
209
20
3.20
0.63
10.00
3.27
1.90
2.93
4.32
22.41
Moderate
0.0175
2.8
0.14
233
Elevation change in stream this location
229
271
8
2.50
4
70
90
15
4
Undercut area
229
42
3.20
0.50
10.00
3.90
2.71
7.90
7.90
32.41
High
0.2
67.2
3.356
271
301
Tree to be removed
301
315
6
2.50
3
20
90
50
2
New bench forming keep and slope bank back
301
14
2.40
0.50
8.49
3.90
7.22
7.90
4.32
31.83
High
0.1
8.4
0.42
315
320
Tree to be removed
320
347
7
2.50
2.5
80
90
10
4
Lots of tree roots holding bank- vertical confined channel
320
27
2.80
0.36
9.00
5.30
1.90
7.90
9.00
33.10
High
0.2
37.8
1.888
347
351
large tree to be removed
351
385
7
2.50
3
20
90
10
4
Very large scoured bank- approximately 10 feet horizontal bank loss fallen tree
in area and vertical bank
351
34
2.80
0.43
9.00
4.60
7.22
7.90
9.00
37.72
High
0.2
47.6
2.377
385
428
8
2.50
1.5
75
85
10
3
385
43
3.20
0.19
10.00
7.36
2.32
6.84
9.00
35.52
High
0.15
51.6
2.577
428
456
8
2.50
3
75
85
10
5
Scoured bend - Undercut
428
28
3.20
0.38
10.00
5.10
2.32
6.84
9.00
33.26
High
0.3
67.2
3.356
456
482
8
2.50
3
75
90
15
4
Scoured bend - Undercut
456
26
3.20
0.38
10.00
5.10
2.32
7.90
7.90
33.22
High
0.2
41.6
2.078
482
500
8
2.50
5
60
75
15
2
Tree at 5+00 remove confined channel
482
18
3.20
0.63
10.00
3.27
3.50
5.40
7.90
30.07
High
0.1
14.4
0.719
500
550
7
2.50
4
50
80
30
3
Incised confined channel
500
50
2.80
0.57
9.00
3.56
4.32
5.90
5.90
28.68
Moderate
0.04
14
0.699
550
584
7
2.50
2.5
70
75
50
5
Outside meander bend
550
34
2.80
0.36
9.00
5.30
2.71
5.40
4.32
26.73
Moderate
0.3
71.4
3.566

Field Data Collected 10/4/2022
Project: Cedar Creek, Greenville NC
Soil Bulk Density (g/cm3) 1.6
Soil Bulk Density (Ib/ft) gg,gg
1 (g/cm) = 62.42796 (lb/ft )
Total of
Left and
Left Bank 31.484 Right Bank 56.58
Soil Loss tons/ r Loss tons/ r
Bank Erosion Potential Value from Wildland hydrology BEHI
Project: Cedar Creek, Greenville NC
LocF
From Sta
Loc
to Sta
Bank
Hei ht ft
Bankfull
Hei ht ft
Root Depth
feet
Root o
Densi /
Bank
An le de
Surface
Prot %
Near Bank
Stress Index
Comments
Location
Sta to Station
Stream
Len m
Bnk Height/
Bankfull Hei ht
Root Depth/
Bank Ht.
Bnk Height/
Bankfull Hei ht
Root Depth/
Bank Ht.
Root
Densit
Bank
Angle
Surface
Protection
Bank Matl
AdLstment
Stratification
Adjustment
Total
Value
Bank Eros
Potential
Bank Erosion
Rate ft/ r
Bank E (siyn
Volume ft'/ r
Bank Erosion
tons/ ear
0
51
4
1.50
1.5
95
45
95
1
Culvert outlet , stable
0
51
2.67
0.38
8.84
5.10
1.23
3.17
1.23
19.55
Low
0
0
0
51
100
4
2.50
0
0
50
100
4
Block Wall -concrete
51
49
1.60
0.00
6.35
10.00
10.00
3.41
1.00
-20
10.76
Low
0
0
0
100
110
4
2.50
1.5
40
45
20
4
Exposed surface
100
10
1.60
0.38
6.35
5.10
5.11
3.17
7.22
26.95
Moderate
0.1
4
0.2
110
165
6
2.50
0
0
50
100
4
Block Wall -concrete
110
55
2.40
0.00
8.49
10.00
10.00
3.41
1.00
-20
12.91
Low
0
0
0
165
175
6
2.50
1.5
30
60
10
5
Exposed bank actively erroded
165
10
2.40
0.25
8.49
6.54
5.90
3.90
9.00
33.84
High
0.3
18
0.899
175
200
6
2.50
1
20
45
100
1
Rock Riprap
175
25
2.40
0.17
8.49
7.63
7.22
3.17
1.00
-15
12.51
Low
0
0
0
200
220
7
2.50
1
20
45
100
4
Rock Riprap (Sign of disintgration)
200
20
2.80
0.14
9.00
8.00
7.22
3.17
1.00
-15
13.39
Low
0
0
0
220
255
7
2.50
2
90
90
10
4
Bank undercut (Outfall pipe at 2+45)
220
35
2.80
0.29
9.00
6.00
1.45
7.90
9.00
33.35
High
0.2
49
2.447
255
300
7
2.50
2
30
90
10
5
Vertical and undercutting
255
45
2.80
0.29
9.00
6.00
5.90
7.90
9.00
37.80
High
0.3
94.5
4.72
300
320
6
2.50
2
20
60
10
3
300
20
2.40
0.33
8.49
5.60
7.22
3.90
9.00
34.22
High
0.15
18
0.899
320
355
6
2.50
2
80
90
10
5
Vertical and undercutting
320
35
2.40
0.33
8.49
5.60
1.90
7.90
9.00
32.89
High
0.3
63
3.146
355
400
6
2.50
2
80
90
20
5
Vertical and undercutting
355
45
2.40
0.33
8.49
5.60
1.90
7.90
7.22
31.12
High
0.3
81
4.045
400
420
7
2.50
3
60
90
30
4
Confined area and undercutting
400
20
2.80
0.43
9.00
4.60
3.50
7.90
5.90
30.90
High
0.2
28
1.398
420
445
7
2.50
5
80
45
60
4
Inside meander bend
420
25
2.80
0.71
9.00
2.88
1 1.90
3.17
3.50
20.45
Moderate
0.1
17.5
1 0.874
445
475
7
2.50
4
80
90
20
5
outer bend severly erroded
445
30
2.80
0.57
9.00
3.56
1 1.90
7.90
7.22
29.58
Moderate
0.3
63
1 3.146
475
500
8
2.50
2
40
90
20
4
Straight reach -acively erroded
475
25
3.20
0.25
10.00
6.54
5.11
7.90
7.22
36.77
High
0.2
40
1.998
500
525
8
2.50
2
30
90
10
4
Straight unstable reach
500
25
3.20
0.25
10.00
6.54
5.90
7.90
9.00
39.34
High
0.2
40
1.998
525
550
8
2.50
2
20
80
10
5
Outer reach Beverly erroded
525
25
3.20
0.25
10.00
6.54
7.22
5.90
9.00
38.66
High
0.3
60
2.997
550
584
1 8
2.50
3
20
85
10
4
Inner Bend severly erroded
550
34
3.20
0.38
10.00
5.10
1 7.22
1 6.84
1 9.00
1
38.17
IHiqh
1 0.2
1 54.4
1 2.717

ATTACHMENT C — Quad Map Excerpt
Cedar Lane Streambank Stabilization
July 2023

4
i
s

ATTACHMENT D — USDA Soils Map
Cedar Lane Streambank Stabilization
July 2023

0
287240
35° 3546' N
0
v
N_
35o 35' 31" N
287240 287290 287340 287390 287440
3
ER Map Scale: 1:2,210 if printed on A portrait (8.5" x 11") sheet
N Meters
0 30 60 120 180
Feet
0 100 200 400 600
Map projection: Web Mercator Comer000rdinates: WGS84 Edge tics: UTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map —Pitt County, North Carolina
(Cedar Lane Streambank Stabilization - Soils Map)
287290 287340 287M 287440 287490
287490
3
0
i;
287W
350 3546" N
00
35' 35' 31" N
287540
3
v
N
3/2/2023
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Vo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
.14
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
4
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Soil Map —Pitt County, North Carolina
(Cedar Lane Streambank Stabilization - Soils Map)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:15,800.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.-
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
rwr
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
L
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Pitt County, North Carolina
Survey Area Data: Version 20, Sep 14, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 9, 2022—Jun 5,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 3/2/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Pitt County, North Carolina
Cedar Lane Streambank
Stabilization - Soils Map
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
NrB
Bibb complex
2.6
0.0
73.8%
0.3%
Norfolk sandy loam, 1 to 6
percent slopes
NrB2
Norfolk sandy loam, 1 to 6
percent slopes, eroded
0.0
0.8%
OcB
Ocilla loamy fine sand, 0 to 4
percent slopes
0.8
23.9%
WaB
Wagram loamy sand, 0 to 6
percent slopes
0.0
1.2%
Totals for Area of Interest
3.5
100.0%
usDA Natural Resources Web Soil Survey 3/2/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3

ATTACHMENT E — Stream Class
Cedar Lane Streambank Stabilization
July 2023

Cedar Lane Streambank Stabilization - Surface Water Classification
a, s ry
+ R It Enlpaf a,
� � Legend L�e. O
_ Ivor lu �a d,.sx Rvn a � as M�ii Zan
0 P z ar fTs f_BMSt etn St NmnSp
'
pD, t Surface Water Classifications:
eee o Ra m m s°'rasa, e r
Scream Index: 28-96-2
_ Qmomm - r�
Stream Name: Reedy Branch
e� r
Surface Water Classifications: ^EllX Fam rs any ® Description: From source to Greens Mill Run
,p Scream lnd- 29-962 r 58.I
c �,x smeam Name: Reeav etaacn Classification: QNSW
t)eccri - From sourcem Greens Mill Run Oee
�OnF`°° or Date of Class.: December 31, 1989
w,
m Clessifi®xiom C;NSW
What does this Class. mean? View
f Clew December 31, 1 De�o989 /Itcy '"
'fe,r Qr
e� wh, mesllms aa.. maam vow �O River Basin. TarPamlico>� F
c Aiver Basin. Ter -Pamlico
4bsefey0 'u
2 i nr G�
V o , -
Trc en n. - as Avo rarra°�rx o°9 �Ga�
FietesW° a � - um
oa",,,
rc � _ s rr E arexn Or �°O�o J inrKe t+a J m y
avtliveiva fumes eranm^ ae'rima nt or mlo,.o air //l g
E Giee t 31 a aPN � °iY H.I
0�
H
c� p
g�0
,--77.36735.599 Degrees
o f
o W n Ir
• c a
200m a /1 o um� rt ° mateotNaM L°rorne COT, Es,-,, N ERG G.n( I N CRENI ENTF 1nre.me WGS N-TWN—UA,L DAI ICDENRI ICD Q-Jirison ofWeter 1a,o—PowereC.1, Esn

ATTACHMENT F — Flood Insurance Rate Map Excerpt
Cedar Lane Streambank Stabilization
July 2023

2490000 FEET
680000 FEET 77°21'0"W
35°36'0"N
35°35'30"N
til.'i MI1111►1
77°20'30"W 77°20'0"W 77° 19'30"W
_ r c4 AS it 1 �034 1 r �030 1024 �'..
�" Sth St CIO► f
Q l
ZONE AE
Ma
ZONE AE 2�e
E 6th St �i
Rti{r1
i Green Springs D 1
N
5
n
S.
o m w3 am ✓e c?
� y rr Fr
006 •L � .P� - *�
J 3 _
070 � ,u ewe Fyn' mot• _ ,��
� "� rsOhD' k'arasS � ..,EY1875 �o° � - �' . +�,�' • { .' r- a
075 F Maais
} IF 10
/r prank mF -
,.{ ti
r r
-
c
ockehor - -
90f M + Sr t.` I f * St r
d ozo P e `, F May i? • i
1k '.711A:.Q\ , •rdh ' h �+.• r. 7 ' - ". k,} f;:
KW Graha � t *
F ,lI Tryon Dr ; ry ~ ,y
,-
4,7
Gi° ' s or
�`r-y, 035 �1 S App
f Wri*
ght.Rd r Qa
Cher r m
' iF
el
Slay Dr 1035 36.8 r *'
COzF° rr r o`, . eC`y I +4 ' ti::, 0! ,. ' 010 ►Yee
,x 1 eG
.• a r ..�P - �..� _ , k ` �' — - ZONE AE
040
I►4
• �� .�.<f'-
t3�a*�
WerLry + Um r Beech
way
I,ra� ' �'`o18 y �r 1 �s .'�
} �• oso f �c`° �afo c REFaNVIILLE ' y ' ,," __ZO Z r `os6
061
7011111 ,
. �: S LSD 4 ,..g : -sd v = " - - a0r O� - �,R , \ - - •�
0.
w
r I {
`os7 20:5
2500000 FEET
680000 FEET
`092
CITY OF
.. G�REENVIILLE ETJ
370191
`098 —2:4 +
i�
[1os 4:8 Iris Cir i
ram. 2
Hardee o
Creek �•Sr ��
w 2
M f Frk
C_�o o 4" I' Ridge Dr
o 0 6e
o
/25 i . lei
113
k
35°36'0"N
35°35'30"N
35°35'0"N
670000 FEET
670000 FEET 77°21'0"W 77°20'30"W 77°20'0"W 77°19'30"W
2490000 FEET 2500000 FEET
t - �027
Priryc l
o° 1 ;;.
{ 1054
xl' • Osceor •058 -58:8
B O ° t
:
�y
Englewood Dr, '�- '•� 4 � � -
9 0
CD
"�'] � 3e O„ >`•` - , 4 � � ado
Ceo Hardee C it > `
`067 s DG4533-'
EY1872
`036 23'
c,llS
ZONE AE �r 'S'orrOlI__ +,�. k°�e.`004 ZONE AE
- s
c c
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f. 7
ame`traLn � #�'` s; �, ` � ' P.1 °',Qa •' y�`co. * 0 r { 1#
� a
C I] a Tir J�a y'
fdhyO' ..t 054
ir
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w'
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y'y 7:
a• +w �Richarc'" j0a , w 29r3
cal iRIPAf� Cii r 1073low
York L*
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1 26
il. .`�\f ` 4o George S k
osi ar Ra 03
F 4'
e 5
Cadenza Ct -° h �e e°m '-v'
, Qa
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Yk+ Scott St - ,P4 �! as ;GiffordPl
(D
' l 4
SurLrey Ln. } taoroUgh Rd OsaaareR;a
ZNE AE :- 9e,pr`= 036
FLOOD HAZARD INFORMATION
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP://FRIS.NC.GOV/FRIS
Without Base Flood Elevation (BFE)
Zone AV, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
SPECIAL FLOOD Regulatory Floodway
HAZARD AREAS
0.2% Annual Chance Flood Hazard, Areas
a
of 1% Annual Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile Zone x
Future Conditions 1% Annual
Chance Flood Hazard Zone
OTHER AREAS OF Area with Reduced Flood Risk due to Levee
FLOOD HAZARD See Notes Zone x
OTHER Areas Determined to be Outside the
AREAS `` 0.2% Annual Chance Floodplain Zone x
------------- Channel, Culvert, or Storm Sewer
Accredited or Provisionally Accredited
GENERAL Levee, Dike, or Floodwall
STRUCTURES I I I I I I I I I I I I I Non -accredited Levee, Dike, or Floodwall
BM5510 D North Carolina Geodetic Survey bench mark
BM5510 ? National Geodetic Survey bench mark
BM551OZ Contractor Est. NCFMP Survey bench mark
-'t3 1'8-2— Cross Sections with 1% Annual Chance
Water Surface Elevation (BFE)
{8 - - - - - - Coastal Transect
\— - - -- - Coastal Transect Baseline
- -- Profile Baseline
Hydrographic Feature
OTHER Limit of Study
FEATURES Jurisdiction Boundary
NOTES TO USERS
For information and questions about this map, available products associated with this FIRM including
historic versions of this FIRM, how to order products or the National Flood Insurance Program in general,
please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Map
Service Center website at http://msc.fema.gov. An accompanying Flood Insurance Study report, Letter of Map
Revision (LOMR) or Letter of Map Amendment (LOMA) revising portions of this panel, and digital versions of this
FIRM may be available. Visit the North Carolina Floodplain Mapping Program website at http://www.ncfloodmaps.com
or contact the FEMA Map Service Center.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as
the current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above.
For community and countywide map dates refer to the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in the community, contact your Insurance agent or call the National
Flood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was provided in digital format by the North Carolina Floodplain
Mapping Program (NCFMP). The source of this information can be determined from the metadata available in the
digital FLOOD database and in the Technical Support Data Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an accredited levee note appears on this panel check with your local
community to obtain more information, such as the estimated level of protection provided (which may exceed the
1-percent-annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection.
To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider flood
insurance and floodproofing or other protective measures. For more information on flood insurance, interested
parties should visit the FEMA Website at http://www.fema.gov/business/nfip/index.shtm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: If a Provisionally Accredited Levee (PAL) note
appears on this panel, check with your local community to obtain more information, such as the estimated level of
protection provided (which may exceed the 1-percent-annual-chance level) and Emergency Action Plan, on the
levee system(s) shown as providing protection. To maintain accreditation, the levee owner or community is
required to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations.
If the community or owner does not provide the necessary data and documentation or if the data and documentation
provided indicates the levee system does not comply with Section 65.10 requirements, FEMA will revise the flood
hazard and risk information for this area to reflect de -accreditation of the levee system. To mitigate flood risk in
residual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofing
or other protective measures. For more information on flood insurance, interested parties should visit the FEMA
Website at http://www.fema.gov/business/nfip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NOTES TO USERS: For some coastal flooding zones the AE Zone
category has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximate
landward limit of the 1.5-foot breaking wave. The effects of wave hazards between the VE Zone and the LiMWA
(or between the shoreline and the LiMWA for areas where VE Zones are not identified) will be similar to, but less
severe than those in the VE Zone.
Limit of Moderate Wave Action (LiMWA)
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
This map may include approximate boundaries of the CBRS for informational purposes only. Flood insurance is not
available within CBRS areas for structures that are newly built or substantially improved on or after the date(s)
indicated on the map. For more information see http://www.fws.gov/habitatconservation/coastal_barrier.html, the
FIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1-800-344-WILD.
CBRS Area Otherwise Protected Area
SCALE
Map Projection:
North Carolina State Plane Projection Feet (Zone 3200)
Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
1:6,000
0 250 500 1,000
Feet
Meters
0 75 150 300
PANEL LOCATOR
4766
Edgecombe 147551_ ; I -'--1 I Martin
4764 47841`5704
4744 4754
4722' 4742 4762 4782 5702 5722- „5742
4712
F}
% I
t,
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ATTACHMENT G — Plans
Cedar Lane Streambank Stabilization
July 2023

DESIGN SPECIFICATION
3.1 GreenLoxx® Non-MSE Living Wall
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
PURPOSE & DESCRIPTION
Filtrexx GreenLoxx® Non-MSE Living Wall allows for the
stabilization of eroded or damaged slopes while creating attractive
vegetated landscapes without the use of hard materials such as
concrete and steel. Through the use of Filtrexx GroSoxx®, the
GreenLoxx Non-MSE system provides superior soil retention and
erosion protection while providing an optimum environment
for vegetation establishment. GroSoxx consists of Filtrexx®
Soxx™ mesh, filled with composted Filtrexx® GrowingMedia™.
GreenLoxx Non-MSE shall be designed as a plantable fascia
providing two functions – structural wall or slope facing, and
plant growth. GreenLoxx Non-MSE is designed to be installed
in accordance with these specifications and the manufacturer’s
installation manual, to follow the lines and grades designated on
the drawings/plans. Work shall include light excavation, GroSoxx,
reinforcement (geogrid), anchoring system, irrigation components
(optional), specified vegetation and related system accessories per
engineering and landscape specifications.
APPLICATION
Before commencing construction of the GreenLoxx Non-MSE
Wall, it is recommended that the specification guidelines and
standard drawings found in this document be reviewed and that
any site documentation and engineering documents be consulted.
A decision must be made as to whether the wall will be a ‘critical’
application or ‘non-critical’ structure which will fall under basic
design and construction guidelines. Encountering any of the
following will require an engineer’s review of the site and site-
specific design prior to construction of a GreenLoxx Non-MSE
Wall:
• Projected wall height exceeds 6 ft (1.8 m) depending on cut/slope
situation and local jurisdiction requirements.
• GreenLoxx Non-MSE is to be built on unstable soils such as clays
or organic materials.
• There is a possibility of hydrostatic loading or erosion from wave
action, drainage or site runoff.
• Loading conditions from slopes or structures on or behind the
wall will be exerted on the GreenLoxx Non-MSE
• Geogrid or other mechanical stabilization devices will be
incorporated into the GreenLoxx Non-MSE system
Constructing a GreenLoxx Non-MSE Wall involves stacking
GroSoxx on top of one another in a recessed fashion on steep slopes
to near vertical situations. When required, a variety of grades of
geogrid are seamlessly incorporated into the system giving it added
structural support and integrity to meet specific environmental and
site requirements.
Although the central focus of the GreenLoxx Non-MSE system
is to stabilize earth and reduce erosion, the secondary objective is
to provide for the establishment and sustainability of vegetation
and an aesthetic landscape feature. This goal is evidenced through
the design and function of the wall fascia of GroSoxx as well as the
GrowingMedia™ that fills the wall fascia.
GreenLoxx Non-MSE can be used for a wide variety of non-
structural applications including:
• Steep Slope Stabilization
• Streambank Stabilization
• Pond bank stabilization
• Slip Repairs
• Culvert Headwalls
• Bridge Abutments
• Dikes/Berm
• Flood Protection
ADVANTAGES AND DISADVANTAGES
Advantages
• Lightweight components
• Highly efficient, certified installation
• No footing or leveling pad required
• Seed injection into GroSoxx
• Filtrexx® GrowingMedia™
• Easily reinforced for severe applications
• Improved drainage/reduction of hydrostatic pressure
• Customizable vegetation with plants, plugs, live stakes or seed
• Concrete footings are not required
• GreenLoxx Non-MSE may assist in qualification for LEED®
Green Building Rating and Certification credits under LEED
Building Design & Construction (BD+C), New Construction
v4. Awarded credits may be possible from the categories of
Sustainable Sites, Water Efficiency, Materials & Resources, and
Innovation. Note: LEED is an independent program offered through
the U.S. Green Building Council. LEED credits are determined on
a per project basis by an independent auditing committee. Filtrexx
neither guarantees nor assures LEED credits from the use of its
products. LEED is a trademark of the U.S. Green Building Council.
Disadvantages
• If GreenLoxx Non-MSE does not use Filtrexx®
GrowingMedia™, performance may be diminished.
• If not installed correctly, maintained or used for a purpose or
intention that does not meet specifications, performance may be
diminished.
• If vegetation does not establish or cover density is low,
performance may be diminished.
• GreenLoxx Non-MSE should not be the only form of site or
watershed storm water management.
• GreenLoxx Non-MSE may need to be reseeded or live stakes
replaced if establishment is poor.
• GreenLoxx Non-MSE performance may be lower prior to
vegetation establishment and maturity.
ADVANTAGES
LOW MED HIGH
Installation Difficulty
Soil Retention Ability
Vegetation Establishment
Aesthetic Quality
Aesthetic Quality
Drainage
ü
ü
ü
ü
ü
ü
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 2
• GreenLoxx Non-MSE installation is a land disturbing
activity and can increase sediment loading to surface waters if
appropriate sediment control measures are not established during
construction phase.
• GreenLoxx Non-MSE should not be used on bank and shoreline
slopes greater than ¼:1.
• GreenLoxx Non-MSE should not be used on banks where
mowing will be performed to maintain vegetation.
MATERIAL CHARACTERISTICS
GreenLoxx Non-MSE is comprised of 5 primary components:
Filtrexx GroSoxx® fascia, Filtrexx® GrowingMedia™, geogrid,
earth anchoring system, and vegetation. These components work
together to establish a stabilization system of reinforced vegetation.
For design drawing details of the GreenLoxx Non-MSE system see
Figures 1.1 through 1.3.
Definitions:
1. GroSoxx: Multifilament Polypropylene mesh encapsulating
Filtrexx GrowingMedia used for a soft vegetative fascia.
2. Geosynthetic Reinforcement: Geogrid fabric used to provide
stability and protection to the GroSoxx
3. Filtrexx Certified GrowingMedia: Blended growth media,
appropriate to the site and the plant list, placed in GroSoxx
Fascia Unit that meets the strict requirements of the Filtrexx
program.
4. Irrigation Components: Drip tape, and all connection
accessories, used internally in the GreenLoxx Non-MSE Wall
5. Earth Anchor: Earth Anchors are a cable tendon with a zinc
aluminum anchor head, and a zinc alloy anchor. Each anchor is
driven with a mechanical driver.
References:
1. GroSoxx Mesh: Multifilament polypropylene: ASTMG-155
2. Geosynthetic reinforcement: ASTM D 6637, ASTM D 5262,
ASTM D 5261, GRI GG-4 (b)
3. Anchors: ASTM B-240-10, ASTM A-1023, ASTM B-240-10,
ASTM B-240-10, MS51844
4. Filtrexx Certified Growing Media: PH – 5.0-8.0 in accordance
with TMECC 04.11-A, moisture content of less than 60%
in accordance with standardized test methods for moisture
determination, 100% passing a 2 in (50mm) sieve, 99%
passing a 1 in (25mm) sieve, minimum of 60% passing a ½ in
(12.5mm) sieve in accordance with TMECC 02.02-B, “Sample
Sieving for Aggregate Size Classification”.
Filtrexx® GroSoxx®
As locoally produced by a licensed manufacturer GroSoxx is
comprised of tubular mesh netting material specifically designed
to retain Filtrexx® GrowingMedia™, seed and other materials.
This finished product, stacked during construction, promotes
healthy vegetation growth. Moisture flows freely to both reduce
hydrostatic pressure and increase drainage of subsurface moisture
to the vegetated fascia. The openings in GroSoxx are such that they
allow for root growth while retaining GrowingMedia for healthy
vegetation from either seed, live plugs or stakes. Soxx wall fascia
units are available in diameters of 8 in (200mm), 12 in (300mm),
18 in (450mm), 24 in (600mm), and 32 in (800mm) and are
constructed of a variety of materials and characteristics (see Table
1.1). The specific size of the Soxx for each site will vary based
on intended height of the application, intended batter (backfill),
and spacing of geogrid or any other anchoring/tieback system.
Generally speaking, GroSoxx will decrease in diameter from the
base of the wall to the top, creating a firm footer for the wall while
decreasing the load of the successive layers.
GroSoxx are installed in continuous sections or segmented
units, reducing the number of breaks in the system that might occur
compared to other block structures. This allows the GroSoxx fascia
to act as a solid, seamless beam across the slope, further distributing
any acting pressures.
GrowingMedia™ Characteristics
GreenLoxx Non-MSE uses only Filtrexx® GrowingMedia™
which is a composted material that is specified to match the
planting list for the region of use, in order to facilitate successful
grow-out / long-term coverage of the completed wall or slope
system.GrowingMedia can be third party tested and certified
to meet minimum performance criteria defined by Filtrexx
International. Performance parameters include: percent cover of
vegetation, water holding capacity, pH, organic matter, soluble
salts, moisture content, biological stability, maturity bioassay,
percent inert material, bulk density and particle size distribution.
For information on the physical, chemical, and biological
properties of GrowingMedia refer to Specification 5.2 Filtrexx®
GrowingMedia™.
Geogrid Reinforcement
Geogrid is a commonly used component for soil stabilization.
GreenLoxx Non-MSE may be installed using a geogrid to meet the
requirements of the project engineer. Filtrexx Geogrids are typically
bi-axial in strength for constructability and with open apertures
of 2” by 2” to facilitate insertion of live plant material without
cutting. Geogrid is laid on the entire embankment and an over-
wrap is recommended around every one or two courses of GroSoxx.
Therefore, as geogrid spacing varies for application to application,
GroSoxx fascia size (8 in dia or 200mm to 24 in dia or 600mm) is
adjusted to meet the grid-spacing requirements as determined by
the site engineer. Refer to Table 2.3 for technical data detailing the
properties and strength of each variety of Filtrexx FLW geogrid.
For structural retaining walls, see Section 3.2 GreenLoxx MSE
Living Retaining Wall. GreenLoxx Non-MSE is not intended to be
used for structural applications.
Anchors
Earth Anchors are used to mechanically connect the fascia units and
geogrid to the existing slope, they are installed at the top of each
geogrid wrap. The spacing is based on the site engineer as well as the
strength and length of each anchor.
Vegetation Choices
• Turf/Forage Grasses
• Groundcovers
• Live Shrub Cuttings
• Native species
• Vines, etc.
Methods for Establishing Vegetation
• GrowingMedia incorporated with seed
• Live Staking
• Broadcast seeding
• Plugs
Vegetation Selection
When selecting vegetation for GreenLoxx Non-MSE the following
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 3
should be considered:
• Degree of maintenance required. In general, low maintenance
species are desirable
• Drought resistance
• Freeze tolerance
• Aesthetics
• Degree of Slope
Note: If in doubt regarding vegetation, Filtrexx International should be
consulted.
INSTALLATION
1. GreenLoxx Non-MSE shall meet Filtrexx Soxx Mesh Material
and Filtrexx Certified GrowingMedia Specifications.
2. Call Filtrexx at 877-542-7699 or visit www.filtrexx.com for a
current list of installers and distributors of Filtrexx products.
Required Tools & Materials
• Safety Equipment
• Rappelling gear/rope tie offs
• Shovel(s)
• Laser level (or hand level)
• Tape Measure
• String Line
• Marking Paint
• Pneumatic blower unit
• Seed blending capability
• Filler cone for filling GroSoxx wall fascia (or prefilled GroSoxx on
pallets)
Materials
• Approved Filtrexx® Soxx™ mesh
• Approved Filtrexx® GrowingMedia™
• Tie-wraps (8 in or 200mm)
• Sod staples (8 in or 200mm)
• 2 in x 2 in x 24 in (50mm x 50mm x 600mm) wood stakes

Site Preparation
Prior to construction of GreenLoxx Non-MSE some preparation
of the project area may be necessary. The project area must be
clear of rock and debris that could prevent good ground contact
or potentially damage the GroSoxx. During installation, care
should be taken not to disturb excessive areas that will then need
to be revegetated. In many cases, the GroSoxx may be installed
around existing vegetation and land features which will increase the
integrity of the system.
Drainage
Unlike impermeable, hard-faced walls, a drainage zone behind
the face of the GreenLoxx Non-MSE may not be required. This is
because the GroSoxx fascia is highly permeable. This permeability
greatly reduces hydrostatic pressure and facilitates hydration of the
GrowingMedia and fascia vegetation. Where increased drainage is
desired or in high-flow areas, stone may be added in addition to
the GrowingMedia in the first and/or second GroSoxx course to
enhance the movement of interflow, subsurface flow and/or runoff.
Additional drainage systems may be installed behind the wall. It
is recommended that drainage requirements be addressed by a
geotechnical engineer and/or hydrologist on a site-by-site basis.
Installation of Base Course
After initial site preparation, construction of the wall may begin.
Begin by laying the geogrid from the top of wall to the bottom
of wall on contour where the first course of the GroSoxx is to be
installed. Place the geogrid so that the remainder of the rolls is at
the toe of the wall. After a work plan is reached between the blower
truck operator and wall installation team, the base course may be
installed. The desired seed mix and/or additives should also be
installed in the Seed Injection Unit(s) or otherwise premixed with
the GrowingMedia inside the GroSoxx. The first layer of GroSoxx
can then be placed or blown in place, wrapped with geogrid, and
then anchored at the pinch point between the geogrid and GroSoxx.
Anchoring System
After the GroSoxx Fascia Units have been wrapped with Geogrid
Reinforcement, the anchoring system is then put in place. The
Anchors are installed at the pinch point where the Geogrid that is
wrapping the face meets the Geogrid behind the GroSoxx Fascia
Unit. The Anchor is mechanically driven with a gas powered driver
directly into the substrate through the open grid apertures, typically
driven in 2.5 ft depth or to the engineer’s specification. The anchor
is then mechanically load locked which sets the anchor in the
existing substrate, this process is continued typically at 4’ on center
or according to specified engineer’s drawings.
Installation of Successive Courses
Successive courses will be set upon previous courses in a batter
prescribed by the site engineer. Continue placing GroSoxx; the
weight of successive layers will slightly compact the GroSoxx.
Walking along the courses of GroSoxx or tamping them will ensure
consistent settlement as well.
Capping
A number of options exist for capping GreenLoxx Non-MSE Walls.
In any case, it is important that the geogrid is sufficiently buried
below finished grade. In most cases a single GroSoxx can be placed
at the top of the wall and backfilled with topsoil or GrowingMedia.
An application of a Filtrexx storm water blanket (Specification 2.1)
will connect the system with existing vegetation and help to reduce
run-on/runoff volume and velocity flowing to the GreenLoxx Non-
MSE system.
Planting
GroSoxx were designed from their inception to be planted and
grown over. The system is intended to be a reliable means for
creating strong, economical structures that quickly disappear
into the natural landscape. The system design shall facilitate the
structural facing being completely covered with selected plantings
once established to yield an end-product that blends into the
surrounding landscape as opposed to separating it. If planting live
plants instead of from seed, planting must start from the top course
and continue down the face of the wall. Always consult with the
owner and/or their representatives early in the project to determine
all responsible parties with regard to plants, quantity, design,
maintenance and feeding.
Irrigation (if needed)
The system may accommodate internal irrigation and it can be
installed during the building process. Irrigation is not always
necessary depending upon the specific site and if water is
present. The inclusion of efficient drip irrigation will ensure fast
establishment of intended species regardless of climatic conditions
such are untimely heat and drought. The insertion of drip tubing
is executed by cutting small slits in the Soxx mesh and threading
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 4
tubing laterally under the mesh, inside the soxx from station to
station. Depending on slope configuration and project intentions, it
may be necessary to irrigate each row of GroSoxx.
INSPECTION
Field reviews to ensure seed and/or plant establishment should occur
at regular intervals after seeding or planting to assure germination
and/or coverage of the wall system.
At six months if complete coverage has not occurred it is
recommended that reseeding or remedial planting be performed.

MAINTENANCE
Maintenance and care of the vegetated portions of the wall system
is required at least until the vegetation is established (grown in).
The initial and continuing maintenance required will depend on
the plantable unit infill, type of vegetation, local weather conditions
and exposure. Filtrexx International may, at its discretion, provide
maintenance review visits for the purpose of documenting the
progress and condition of the completed system. At such regular
visits within the first 12-24 months from completion, reports will
be generated and shared with stakeholders as a tool to facilitate
successful grow-out. Plant maintenance can be offered as a line item
in the material package and carried out by Filtrexx International
or it can be designated for the Site Contractor. Any provisions, by
and for, the project owner in addition to those listed above, such
as % plant coverage by calendar date, shall be placed in a separate
document and included with the plans and specifications of the
project prior to bidding and selection of installer.
METHOD OF MEASUREMENT
GreenLoxx Non-MSE shall be itemized as ‘Supply and Installation
of ‘Filtrexx GreenLoxx Non-MSE/GroSoxx’. Bid prices shall be
based on a per ft2 or m2 of fascia and shall include the supply and
installation of the following:
• Filtrexx Soxx mesh filled with Filtrexx GrowingMedia and
vegetated with site specific seed or plantings (Filtrexx GroSoxx)
• Filtrexx FLW Geogrid
• GrowingMedia/aggregate/soil backfill as needed
• Filtrexx compost storm water blanket around extremities of
system.
Engineer shall notify Filtrexx of location, description, and details
of project prior to the bidding process so that Filtrexx can provide
design aid and technical support.
Submittals
1. Shop Drawings: Retaining wall design calculations, including
global stability analysis and drawings are to be stamped by a
registered Professional Engineer licensed in the state of the
project. Filtrexx International can provide design services,
pertaining to Filtrexx LivingWalls
2. Product Data: Material description for all components listed in
section 1.02 of this document to include, composition, MSDS
sheets, manufacturer certifications and installation information
for each product specified as part of the system.
3. Planting and Irrigation Plan: Plant list with elevation
views, approved suppliers, seasonal requirements for planting,
fertilization, plant coverage targets, methods of measurement,
erosion control plans addressing site runoff during and after
construction, maintenance agreements
Delivery, Storage & Handling
Contractor shall check the materials upon delivery to assure the
proper materials have been received.
GroSoxx are to match specified length and diameter per
engineered drawings, while also being free of any rips or tears in
mesh material.
Contractor shall protect the materials from damage, as
damaged materials shall not be used in the project.

Project site, GreenLoxx Non-MSE Installation GreenLoxx Non-MSE, after
FIELD APPLICATION PHOTO REFERENCES
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 5
ADDITIONAL INFORMATION
For other references on this topic, including additional research reports and
trade magazine and press coverage, visit the Filtrexx website at filtrexx.com
Filtrexx International, Technical Support
877-542-7699 | www.filtrexx.com | [e-mail]
Call for complete list of international installers and distributors.
BactoLoxx, branch & leaf logo, DuraSoxx, EnviroSoxx, Filtrexx,
GreenLoxx, GroSoxx, Let Nature Do It, MetalLoxx, NutriLoxx, and
PetroLoxx, are Registered Trademarks of Filtrexx International.
BioSoxx, CECB [Compost Erosion Control Blanket], CSWB [Compost
StormWater Blanket], DitchChexx, EdgeSaver, FilterCell, FilterMedia,
FilterSoxx, GrowingMedia, InletSoxx, LivingWall, Lockdown, NitroLoxx,
PhosLoxx, SiltSoxx, Soft Blocks, and Soxx are Trademarks of Filtrexx
International.
Filtrexx Certified and its accompanying logo are Service Marks of Filtrexx
International.
The information contained herein may be subject to confidential
intellectual property of Filtrexx International, including but not limited
to US Patents 7,226,240; 7,452,165; 7,654,292; 8,272,812; 8,439,607;
8,740,503; 8,821,076; 9,044,795; 9,945,090; and 9,982,409 or Patents
Pending and is the property of Filtrexx International.
Copyright 2005-2020, Filtrexx International, all rights reserved.
Unauthorized reproduction prohibited. All statements, product
characteristics, and performance data contained herein are believed to
be reliable based on observation and testing, but no representations,
guarantees, or warranties of any kind are made as to accuracy, suitability for
particular applications, or the results to be obtained. Nothing contained
herein is to be considered to be permission or a recommendation to use
any proprietary process or technology without permission of the owner. No
warranty of any kind, expressed or implied, is made or intended.
REFERENCES CITED & ADDITIONAL RESOURCES
Faucette, L.B., K. Kerchner, and A. Vick. 2006. Sediment Storage Capacity
of SiltSoxxtm vs. Silt Fence. Filtrexx® Tech Link #3314
Faucette, L.B., H. Keener, M Klingman, and K. Kerchner. 2006. Design
Capacity Prediction Tool for SiltSoxxTM and Silt Fence. Filtrexx® Tech
Link #3313 (description) and Filtrexx® Library #301 (design tool)
Faucette, L.B., and A. Vick. 2006. LEED Green Building Credits using
Filtrexx® Organic BMPs. Filtrexx® Tech Link #3301
Faucette, L.B. A. Vick, and K. Kerchner. 2006. Filtrexx®, Compost, Low
Impact Development (LID), and Design Considerations for Storm Water
Management. Filtrexx® Tech Link #3306
Faucette, L.B. 2006. Flow-Through Rate, Design Height, and Design
Capacity of SiltSoxxTM and Silt Fence. Filtrexx® Tech Link #3304
Faucette, L.B. 2006. Design Height, Flow-Through Rate, and Slope
Spacing of SiltSoxx™ and Silt Fence. Filtrexx® Tech Link #3311
Faucette, L.B., and R. Tyler. 2006. Organic BMPs used for Storm Water
Management. Proceedings of the International Erosion Control Association
Annual Conference, Long Beach, CA 2006.
Faucette, B, F. Shields, and K. Kurtz. 2006. Removing storm water
pollutants and determining relations between hydraulic flow-through rates,
pollutant removal efficiency, and physical characteristics of compost filter
media. Second Interagency Conference on Research in Watersheds, 2006
Proceedings. Coweeta Hydrologic Research Station, NC. Filtrexx® Library
#106.
Faucette L.B., C.F. Jordan, L.M. Risse, M. Cabrera, D.C. Coleman,
and L.T. West. 2005. Evaluation of Storm Water from Compost and
Conventional Erosion Control Practices in Construction Activities. Journal
of Soil and Water Conservation. 60:6: 288-297.
Faucette, L.B. 2005. Removal and Degradation of Petroleum Hydrocarbons
from Storm Water with Compost. Filtrexx® Tech Link #3307
Faucette, L.B. 2005. A Comparison of Performance and Test Methods of
SiltSoxxtm and Silt Fence. Filtrexx® Tech Link #3302.
Faucette, L.B., N. Strazar, and A. Marks. 2006. Filtrexx® Polymer and
Flocculent Guide. Filtrexx® Library #601.
Faucette, B., Sadeghi, A., and K. Sefton. 2006. USDA ARS - Evaluation of
Compost Filter Socks and Silt Fence in Sediment and Nutrient Reduction
from Runoff. Filtrexx® Tech Link #3308
Fifield, J. 2001. Designing for Effective Sediment and Erosion Control on
Construction Sites. Forester Press, Santa Barbara, CA.
Keener, H., B. Faucette, and M. Klingman. 2006. Flow-through rates
and evaluation of solids separation of compost filter media vs. silt fence in
sediment control applications. 2006 American Society of Agricultural and
Biological Engineers Annual International Conference, Portland, OR. Paper
No. 062060.
Marks, A., R. Tyler, and B. Faucette. 2005. The Filtrexx® Library. Digital
publication of support tools for the erosion control industry. filtrexx.com.
Marks, A., and R. Tyler. 2003. Filtrexx® International Company Website.
Specifications, CAD drawings, case histories. filtrexx.com.
Tyler, R.W., and A. Marks. 2004. Erosion Control Toolbox CD Kit. A
Guide to Filtrexx® Products, Educational Supplement, and Project Videos.
3 CD set for Specifications and Design Considerations for Filtrexx®
Products.
Tyler, R.W., J. Hoeck, and J. Giles. 2004. Keys to understanding how to
use compost and organic matter. IECA Annual Meeting Presentations
published as IECA Digital Education Library, Copyright 2004 Blue Sky
Broadcast.
Tyler, R.W. 2004. International PCT Patent Publication #: WO
2004/002834 A2. Containment Systems, Methods and Devices for
Controlling Erosion.
Tyler, R.W. and A. Marks. 2003. Filtrexx® Product Installation Guide.
Grafton, Ohio.
Tyler, R.W. 2003. International PCT Application #: PCTUS2003/020022.
Containment Systems, Methods and Devices for Controlling Erosion.
Tyler, R.W. 2003. US Patent Publication #: 2003/0031511 A1. Devices,
Systems and Methods for Controlling Erosion.
Tyler, R.W., and A. Marks. 2003. A Guide to Filtrexx® Products. Product
Descriptions and Specifications for Filtrexx® Products.
Tyler, R.W. 2002. US Patent Application #10/208,631. Devices, Systems
and Methods for Controlling Erosion.
Tyler, R.W. 2001. Provisional Patent Application #60/309,054. Devices,
Systems and Methods for Controlling Erosion.
Tyler, R.W. 2001. Filtrexx® Product Manual. Specifications and Design
Considerations for Filtrexx® Products, Grafton, OH.
Tyler, R.W. 1996. Winning the Organics Game – The Compost Marketers
Handbook. ASHS Press, ISBN # 0-9615027-2-x..
Tyler, R.W. 2007. US Patent # 7,226,240 “Devices, Systems and Methods
for Controlling Erosion” Issue date 6-5-07.
US EPA NPDES Phase II. 2006. Compost Filter Socks: Construction
Site Storm Water Runoff Control. National Menu of Best Management
Practices for Construction Sites. http://cfpub.epa.gov/npdes/stromwater/
menuofbmps/con_site.cfm.
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 6
Table 1.1. Filtrexx® Soxx™ Mesh Material Specifications.
Material Type BASIC PLUS
(Multi-Filament
Polypropylene MFPP)
DURABLE
(Multi-Filament
Polypropylene MFPP)
Material Characteristic Photodegradable Photodegradable
Design Diameters*
8 in (200mm),
12 in (300mm),
18 in (400mm),
24 in (600mm),
32 in (800mm)
5 in (125mm),
8 in (200mm),
12 in (300mm),
18 in (400mm),
24 in (600mm),
32 in (800mm)
Mesh Opening 3/8 in (10mm)1/8 in (3mm)
Tensile Strength
(ASTM 5035-95)44 psi (3.09 kg/cm2)202 psi (14.2 kg/cm2)
% Original Strength from
Ultraviolet Exposure
(ASTM G-155)
100% at 1000 hr 100% at 1000 hr
Functional Longevity/
Project Duration*up to 4 yr up to 5 yr
* Functional longevity ranges are estimates only. Site specific environmental conditions may result in significantly shorter or longer time periods.
Prescribed vertical geogrid spacing as per Engineer GroSoxx® wall fascia diameter
inches mm inches mm
8 200 12 300
12 300 18 450
18 450 24 600
24 600 30 750
Table 1.2. Vegetated Living Wall GroSoxx® Wall Fascia Sizing.
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 7
Table 1.3. Filtrexx FLW Geogrid Details.
FLW Geogrids are composed of high molecular weight, high tenacity multifilament polyester yarns that are bidirectional and woven into a stable network placed under tension. The high strength polyester
yarns are coated with a PVC material. FLW Geogrids are inert to biological degradation and are resistant to naturally encountered chemicals, alkalis and acids. FLW Geogrids are typically used for soil reinforce-
ment applications such as retaining walls, steepened slopes, embankments, sub-grade stabilization, embankments over soft soils and waste containment applications.
FLW 20 Tensile Properties Test Method MARV Values (lbs/ft) MD/CMD
Ultimate Strength Machine Direction ASTM D 6637 2,075
Creep Limited Strength Machine Direction ASTM D 5262 1,313
Tal = Long Term Design Strength Machine Direction NCMA 97 1,085
Aperture Size - 2.00 x 2.00 (inches)Measured N/A
RF Creep - 1.58 RF Durability - 1.10 RF Installation Damage (Soil Type 3) - 1.10
FLW 55 Tensile Properties Test Method MARV Values (lbs/ft) MD/CMD
Ultimate Strength ASTM D 6637 5,000
Creep Limited Strength ASTM D 5262 3,165
Tensile Strength @ 5% Strain ASTM D 6637 1,500
Tal = Long Term Design Strength NCMA 97 2,740
Aperture Size - 2.00 x 2.00 (inches)Measured N/A
RF Creep - 1.58 RF Durability - 1.10 RF Installation Damage (Soil Type 3) - 1.05
FLW 35 Tensile Properties Test Method MARV Values (lbs/ft) MD/CMD
Ultimate Strength ASTM D 6637 3,600
Creep Limited Strength ASTM D 5262 2,278
Tal = Long Term Design Strength NCMA 97 1,918
Aperture Size - 2.00 x 2.00 (inches)Measured N/A
RF Creep - 1.58 RF Durability - 1.10 RF Installation Damage (Soil Type 3) - 1.08
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 8
Figure 1.1. Engineering Design Drawing for Filtrexx GreenLoxx® Non-MSE Living Wall
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 9
Figure 1.2. Engineering Design Drawings for Filtrexx GreenLoxx® Non-MSE Living Wall - Alternate Drawing
Filtrexx Design Manual | Version 11.0 Post-Construction Activities | Section 3. Living Walls
Design Specification | 3.1 GreenLoxx Non-MSE Living Wall | 10
Figure 1.3. Filtrexx® GreenLoxx® 12” GroSoxx® Module Dimensions Detail
1
Todd Tripp
From:Todd Tripp
Sent:Friday, September 8, 2023 1:54 PM
To:'Nyarko, Paul'
Cc:Standridge, Billy W CIV USARMY CESAW (USA); Tankard, Robert; Myriah Shewchuk
Subject:RE: [External] RE: SAW-2023-01406 (Cedar Lane Streambank Stabilization / Greenville / Pitt)
Attachments:3.1_Filtrexx_GreenLoxx_Non-MSE_Living_Wall.pdf; 000-Signed-Erosion Control
Plan_Narrative7-7-23.pdf
Paul, 

The material proposed is a composite of a few different materials designed to stabilize soils so that vegetaƟon can be 
established.  It’s a system of a sock filled with soil and stacked, and a geogrid that is used to anchor the rolls in place.  A 
growth media is included in the sock and the system is followed up with live‐stakes to establish brushy vegetaƟon.  The 
system is designed to hold the soils in place while vegetaƟon root systems establish.  The intent is to emulate a natural 
system rather than use the hard armor that would otherwise be required to stabilize this eroding and undercuƫng 
stream.  Please see the aƩached vegetaƟon and example pictures below.   
Also a link to the plans is included below.   

Regarding the second quesƟon:  Also I’ve aƩached our erosion control narraƟve that addresses the establishment of 
vegetaƟon.  I’ll be reviewing Billy’s comments and responding ASAP and if the aƩached informaƟon does not address 
you comments I’ll follow up.  We can call and discuss if that is helpful. 

Thanks, 

Todd 

2

hƩps://www.dropbox.com/scl/fi/w42bnarytavjnl4iwz22h/00‐2022‐10‐20‐Cedar‐Lane‐Stream‐StabilizaƟon‐4‐25‐23‐
total.pdf?rlkey=zt8kekq2r2c9x78g356z6izdo&dl=0 

From: Nyarko, Paul <[e-mail]>  
Sent: Thursday, September 7, 2023 2:12 PM 
To: Todd Tripp <[e-mail]> 
Cc: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]>; Tankard, Robert 
<[e-mail]> 
Subject: RE: [External] RE: SAW‐2023‐01406 (Cedar Lane Streambank Stabilization / Greenville / Pitt) 

Hi Todd, 
This is a Paul from DEQ handling your project for the 401 and Buffer side. The quesƟons asked by Billy are valid for us 
too and in addiƟon to that I want to ask about the Filtrexx socks being used for the project.  
 What is the material made of, mostly we prefer natural materials, so it doesn't endanger any wildlife and 
environment? 
 Are you going to cut disturb the buffer zone? If so, what are plans of replanƟng or revegetaƟon ? 
Thank you, please you have 30 days to provide the informaƟon and you can email it to me. I hold your project for now 
unƟl the informaƟon is provided . please if you have any quesƟons, don’t hesitate to reach out. 

Best regards, 
Paul Nyarko 
Environmental Specialist II 
Department of Environmental Quality‐ Division of Water Resources 
[e-mail]  
office : 252‐948‐3845 
cell phone: 252‐402‐7368 

943 Washington Square Mall  
Washington, NC 27889.  
3

From: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]>  
Sent: Thursday, September 7, 2023 9:24 AM 
To: Todd Tripp <[e-mail]> 
Cc: Nyarko, Paul <[e-mail]>; Tankard, Robert <[e-mail]> 
Subject: [External] RE: SAW‐2023‐01406 (Cedar Lane Streambank Stabilization / Greenville / Pitt) 

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message 
button located on your Outlook menu bar on the Home tab. 

Hi Todd, 

I don’t know how to add addiƟonal informaƟon to an exisƟng submiƩal. You can email me the plans and other 
requested informaƟon. 

As a heads up, I will be withdrawing this permit request 30 days from the date of my informaƟon request email. It will be 
reopened once the addiƟonal informaƟon is received. 

Thank you, 
Billy 

Billy W. Standridge 
Regulatory Project Manager 
Washington Regulatory Field Office 
U.S. Army Corps of Engineers, Wilmington District 
2407 W. 5th Street 
Washington, NC 27889 
(910) 251‐4595 

From: Todd Tripp <[e-mail]>  
Sent: Tuesday, August 29, 2023 2:11 PM 
To: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]> 
Subject: [Non‐DoD Source] SAW‐2023‐01406 (Cedar Lane Streambank Stabilization / Greenville / Pitt) 

Hello Billy, 

Sorry to be so long.  I see the plans are not in there.  Can I upload and add to the list?  Didn’t immediately see how to do 
that. 

4
From: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]>  
Sent: Tuesday, August 8, 2023 8:32 AM 
To: Todd Tripp <[e-mail]> 
Subject: RE: SAW‐2023‐01406 (Cedar Lane Streambank StabilizaƟon / Greenville / PiƩ) 

Hi Todd, 

I finally got a chance to review the submiƩal. Were there plans submiƩed with the applicaƟon? If so they didn’t make it 
to my folder. In order to conƟnue my review I will need to see the plans that show the proposed impacts to the stream. I 
will also need to know the cubic yardage of material to placed below the ordinary high water mark of the stream 
(OHWM) and the area of impacts below the OHWM. I also need to know the approximate amount of tree clearing that 
will take place (in acreage). Once I have the requested info I will begin the waiver coordinaƟon. 

Thanks, 
Billy 

Billy W. Standridge 
Regulatory Project Manager 
Washington Regulatory Field Office 
U.S. Army Corps of Engineers, Wilmington District 
2407 W. 5th Street 
Washington, NC 27889 
(910) 251‐4595 

From: Todd Tripp <[e-mail]>  
Sent: Tuesday, July 11, 2023 3:57 PM 
To: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]> 
Subject: [URL Verdict: Neutral][Non‐DoD Source] RE: SAW‐2023‐01406 (Cedar Lane Streambank StabilizaƟon / 
Greenville / PiƩ) 

Thanks for that.  I’ll be looking for your comments. 

Todd 

Todd Tripp, PE
Senior Civil Engineer
THE EAST GROUP
324 Evans Street | Greenville, NC 27858
Cell: [phone] | Office: [phone]
[e-mail] | www.eastgroup.com

This communication is for use by the intended recipient and contains information that may be privileged, confidential or copyrighted under applicable law. If you are not the intended recipient, you are
hereby formally notified that any use, copying or distribution of this e-mail (including any attachments), in whole or in part, is strictly prohibited. Please notify the sender by return e-mail and delete this
e-mail from your system. This e-mail does not constitute consent to the use of sender's contact information for direct marketing purposes or for transfers of data to third parties.

Todd Tripp, PE
Senior Civil Engineer
THE EAST GROUP
324 Evans Street | Greenville, NC 27858
5
Cell: [phone] | Office: [phone]
[e-mail] | www.eastgroup.com

This communication is for use by the intended recipient and contains information that may be privileged, confidential or copyrighted under applicable law. If you are not the intended recipient, you are
hereby formally notified that any use, copying or distribution of this e-mail (including any attachments), in whole or in part, is strictly prohibited. Please notify the sender by return e-mail and delete this
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official. 
Streamb ank Stabilization
Cedar Lane - City of Greenville, NC
Legend
Begin Phas e 2A
Feature 1
Feature 2
Feature 3
Laura Ln
Path Meas ure
Water Line
600 ft
N
➤➤
N
IPaC Information for Planning and Consultation U.S. Fish & Wildlife Service
WaC resource list
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust
resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area
referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly
or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on
trust resources typically requires gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g.,
magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the
defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities,
and NWI Wetlands) for additional information applicable to the trust resources addressed in that section.
Location
Pitt County, North Carolina
�1u
�3
a ,�f

Local office
Raleigh Ecological Services Field Office
t. [phone]
JEJ [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, INC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, INC 27606-1487

Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI)
for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by
activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the
species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species,
additional site -specific and project -specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which
is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted,
funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be
obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local
field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by
doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed speciesi and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS)
and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries
for species under theirjurisdiction.

1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or
proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see
FAQ).
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric
Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Mammals
NAME
Northern Long-eared Bat Myotis septentrionalis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Tricolored Bat Perimyotis subflavus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/10515
Reptiles
NAME
American Alligator Alligator mississippiensis
Wherever found
No critical habitat has been designated for this s ecies.
https://ecos.fws.gov/ecp/species/776
Amphibians
NAME
STATUS
Endangered
AL
Propo ed Endangered
STATUS
SAT
STATUS

Neuse River Waterdog Necturus lewisi
Threatened
Wherever found
There is final critical habitat for this species. Your location does not overlap the critical habitat.
https://ecos.fws.gov/ecp/species/6772
Clams
NAM E
Atlantic Pigtoe Fusconaia masoni
Wherever found
There is final critical habitat for this species. Your location does not overlap the critical habitat.
https://ecos.fws.gov/ecptspecies/5164
Tar River Spinymussel Parvaspina steinstansana
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecptspecies/1392
I nsects
NAME
Monarch Butterfly Danaus plexippus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecptspecies/9743
Critical habitats rem
STATUS
Threatened
Endangered
Ok
STATUS
Candidate
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves.
There are no critical habitats at this location.

+
–
h
i
-77.362202 35.599609 Degrees
600ft600ft600ft600ft600ft
EHPOWEB 2.0 General Audience
f e
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
n lisa lane Greenville NC j c
Show search results for lisa …
Search result
Lisa Ln, Greenville, NC, 27858, USA
Zoom to
City of Greenville
Cedar Lane Streambank Stabilization
TEG Project Number: 20220136
DIVISION A - BASE BID
Item No.
Description
Unit
Estimated
Bid Unit Price
Bid Amount
Quantity
1
Mobilization and Demobilization (5%)
1
LS
$
$
2
Construction Surveying
1
LS
$
$
3
Construction As-builts (assume 1%)
1
LS
$
$
4
In -channel Debris Removal and
150
CY
$
$
Disposal
5
Pipe Removal and Disposal (18 to 24-
46
LF
$
$
IN CMP)
6
Fence and Metal Retaining Wall
1
LS
$
$
Removal and Disposal
7
Shed and Stone Debris - See Phase 1
1
LS
$
$
Plans1+75R
Deck, Table, Shed Removal and
8
Disposal - See Phase I Plans, Station
1
LS
$
$
4+50L
Utility Shed Removal and Disposal -
9
See Phase I Plans, Station 6+75 R
1
LS
$
$
10
Utility Shed Removal and Disposal -
1
LS
$
$
See Phase 11 Plans, Station 2+60R
11
General Excavation (Cut)
1,500
CY
$
$
12
Excavated Earth for Reuse On -site as
350
CY
$
$
Fill
13
Excavated Earth Hauled Off for
1,150
CY
$
Disposal
$
14
Clearing and Grubbing (includes
1
LS
$
trees < 10" dia.)
$
15
Tree Removal (>=10" and <18" dia.)
22
EA
$
$
16
Tree Removal (>=18" and <24" dia.)
13
EA
$
$
17
Tree Removal (>=24" dia.)
24
EA
$
$
18
Stabilized Construction Entrance
4
EA
$
$
19
Inlet Protection
1
EA
$
$
20
Silt Fence
1,750
LF
$
$
21
Sewer Main Protection — (See detail)
110
SY
$
$
22
Tree Protection Fence
4,200
LF
$
$
23
Tree Protection Planking
40
EA
$
$
24
Riprap Outlet Protection (NCDOT
50
CY
$
$
Class I Stone)
25
Slope Stabilization Matting
300
SY
$
$
26
Coir Mat Placement
70
SY
$
$
27
Stream Pump Around and Dewatering
1
LS
$
$
28
Temporary Seed and Straw
1 12,000
SY
$
$
EJCDC° C-410, Bid Form for Construction Contract.
Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved.
Page 2 of 9

Cedar Lane Streambank Stabilization Project ‐ NWP 13 Supporting 
Estimate of Volume ‐ Also see Cross Sections.
Station
Ordinary High Water 
Mark‐Depth *
Area of Cross Section 
Below OHW
Average 
End Area
Distance between 
Cross Sections
Average End 
Volume
0+40 3.2 3.20
9.48 100.0 947.5
1+40 3.2 15.75
8.88 82.0 727.8
2+22 3.2 2
1.00 134.0 134.0
3+56 3.2 0
3.00 144.0 432.0
5+00 3.2 6
5.75 264.0 1,518.0
7+64 3.2 5.5
Cubic Feet 3,759
Cubic Yards 139.23
Station Ordinary High Water 
Mark‐Depth
Area of Cross Section 
Below OHW
Average 
End Area
Distance between 
Cross Sections
Average End 
Volume
0+40 3.2 0.00
0.00 100.0 0.0
1+40 3.2 0
2.00 82.0 164.0
2+22 3.2 4
8.00 134.0 1,072.0
3+56 3.2 12
7.00 144.0 1,008.0
5+00 3.2 2
1.00 264.0 264.0
7+64 3.2 0
Cubic Feet 2,508
Cubic Yards 92.89
Total Cubic Yards Cut and Fill for Phase I 232.12
Earthwork Total Volume per Linear Foot of Channel Phase I 0.30 CY per LF
Cut Volume
 *Note:  We have used  the highest Bank Full Determination on the BEHI channel stability evaluation for the 
Ordinary High Water Mark for the channel.  We believe this to be a very conservative depth for evaluation the 
Fill Volume
(c) The activity will not exceed an average of one cubic yard per running foot, as measured along the length of 
the treated bank, below the plane of the ordinary high water mark or the high tide line, unless the district 
engineer waives this criterion by making a written determination concluding that the discharge of dredged or 
fill material will result in no more than minimal adverse environmental effects; 
This volume estimate is intended to address item C of the Nationwide Permit regarding the following 
criteria/conditon of the NWP.
Phase I
Page 1 of 2
Cedar Lane Streambank Stabilization Project ‐ NWP 13 Supporting 
Estimate of Volume ‐ Also see Cross Sections.
Station
Ordinary High Water 
Mark‐Depth *
Area of Cross Section 
Below OHW
Average 
End Area
Distance between 
Cross Sections
Average End 
Volume
0+25 3.2 1.70
3.74 75.0 280.5
1+00 3.2 5.78
2.89 100.0 289.0
2+00 3.2 0
2.05 100.0 204.5
3+00 3.2 4.09
3.85 100.0 385.0
4+00 3.2 3.61
7.17 100.0 717.0
5+00 3.2 10.73
11.35 25.0 283.6
5+25 3.2 11.96
Cubic Feet 2,160
Cubic Yards 79.99
Station Ordinary High Water 
Mark‐Depth
Area of Cross Section 
Below OHW
Average 
End Area
Distance between 
Cross Sections
Average End 
Volume
0+25 3.2 0.00
0.00 75.0 0.0
1+00 3.2 0
1.78 100.0 177.5
2+00 3.2 3.55
1.93 100.0 193.0
3+00 3.2 0.31
1.14 100.0 114.0
4+00 3.2 1.97
3.23 100.0 323.0
5+00 3.2 4.49
2.25 25.0 56.1
5+25 3.2 0
Cubic Feet 864
Cubic Yards 31.99
Total Cubic Yards Cut and Fill for Phase II 111.97
Earthwork Total Volume per Linear Foot of Channel Phase II 0.21 CY per LF
Cut Volume
Fill Volume
 *Note:  We have used  the highest Bank Full Determination on the BEHI channel stability evaluation for the 
Ordinary High Water Mark for the channel.  We believe this to be a very conservative depth for evaluation the 
This volume estimate is intended to address item C of the Nationwide Permit regarding the following 
criteria/conditon of the NWP.
(c) The activity will not exceed an average of one cubic yard per running foot, as measured along the length of the 
treated bank, below the plane of the ordinary high water mark or the high tide line, unless the district engineer 
waives this criterion by making a written determination concluding that the discharge of dredged or fill material will 
result in no more than minimal adverse environmental effects; 
Phase II
Page 2 of 2
7.5 SQFT - Cut 8.25 SQFT - Cut 2 SQFT - Cut 3.5 SQFT - Cut
See Next Sheet C8-TEG
OHW OHW
3.2 SQFT - Cut
2 SQFT - Cut 4 SQFT - Fill
12 SQFT -Fill
2 SQFT - Fill
6 SQFT - Cut
OHW
OHW
OHW
OHW
Agent Authorization Form
The City of Greenville is negotiating a right of access agreement for the following properties required for the Cedar Lane
Streambank Stabilization Project:
Phase
Bank
Street
Address
NCPIN
Demo
Plan
Excerpt
Page No.
Book/Page
Owner
2
Right
Fletcher Place
121
04697140746
1
004129/00296
MCALLEM LLC
2
Right
Fletcher Place
134
4697140812
1
003060/00759
GREAT PLACE PROPERTIES LLC
2
Right
Fletcher Place
132
04697140920
1
003683/00357
HOOTON RICHARD J;
HOOTON FAITH L
2
1 Right
Fletcher Place
130
04697140957
2
003653/00076
GARNETT LLC
2
Right
Fletcher Place
128
04697150094
2
Not Available
GREAT PLACE PROPERTIES LLC
2
Right
Fletcher Place
126
04697151130
2
000989/00362
JENNETTE ROBERT;
JENNETTE HOLLIE F
2
Left
E. Wright Road
1417
04697048891
1
003563/00057
GORDON DAVID JOSEPH;
GORDON DANIELLE RHODES
2
Left
E. Wright Road
1609
04697049914
1
002237/00318
SCHLIENZ DAVID C
2
Left
E. Wright Road
1607
04697059033
2
003874/00734
REHM ALLYSON;
REHM CHARLES R
2
1 Left
E. Wright Road
1605
04697059180
2
003075/00088
MCLAWHORN RALPH E JR
2
Left
E. Wright Road
1603
04697150127
2
004170/00832
SULLIVAN CHADWICK J
1
Right
Fletcher Place
124
04697151186
3
003526/00102
ISLER RODERICK P
1
Right
Fletcher Place
122
1 04697152232
3
004009/00168
MCLAREN JENIFER
1
Right
Fletcher Place
120
04697152288
3
Not Available
GREAT PLACE PROPERTIES LLC
1
Right
Fletcher Place
118
04697153344
4
004077/00264
HADDOCK CONNIE N
1
Right
Fletcher Place
116
04697154324
4
001785/00857
BILAN SVITLANA
1
Left
Fourteenth
Street
1601
04697150263
3
02015E/00254
COCO WILLIAM 1
COCO MATTHEW WILLIAM
ETAL
1
Left
E. Wright Road
1507
04697151209
3
003952/00025
ACE INVESTMENTS LLC
1
Left
E. Wright Road
1505
04697151336
3
003053/00401
GREEN MILL RUN LLC THE
1
Left
E. Wright Road
1503
04697152401
3
004173/00181
WALKER MCKAYLA KYLIE; COOLEY
BRYAN HARTSFIELDJR
1
Left
E. Wright Road
1501 1
04697152456
4
003747/00526
MCGLOON SEAN W
1
Left
E. Wright Road
1415
04697153522
4
003239/00799
BOGENN FRANKIE G
1
Left
E. Wright Road
1413
04697153597
5
004241/00033
KROMENHOEK MARY L
1
Left
E. Wright Road
1411
04697154681
5
004215/00325
BROAD AND BAY LLC
1
Left
E. Wright Road
1409
04697155647
5
Not Available
SMITH DOUGLAS EUGENE
The City of Greenville, NC, holder of drainage easements and right -of -entry agreements on the above properties and sponsor of
the Cedar Lane Streambank Stabilization Project, hereby authorizes Todd Tripp, PE and Michelle Clements, PE of The East Group
to act on its behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and
any and all standard and special conditions attached.
Lisa Kirby, PE
Director of Engineering
City of Greenville, North Carolina
[phone]' 4-6 &-1
LKIRBY( GREENVILLENC.GOV
X;�w lw-z�)
A on cl Signature
;f I(
Date
Z LZ'* /20T3

FO
0
N
PHASE I HAZEN
PHASE I:
DESIGN ENGINEER OF RECORD IS HAZEN AND SAWYER. SEE
ATTACHED PLAN ASSEMBLY LABELED CEDAR LANE
STREAMBANK STABILIZATION HAZEN NO. 31187-003, MARCH
2022. DIRECT ALL QUESTIONS TO THE EAST GROUP FOR
COORDINATION WITH THE CITY.
SHEET LIST
SHEET NUMBER
SHEET TITLE
GENERAL
G2
ABBREVIATIONS & LEGEND
G3
SHEET LAYOUT AND ACCESS PLAN
G4
GENERAL NOTES
CIVIL
C1
EXISTING CONDITIONS & DEMOLITION PLAN
C2
EXISTING CONDITIONS & DEMOLITION PLAN
C3
EXISTING CONDITIONS & DEMOLITION PLAN
C4 (VOID)
4ST4NG-G-G +I3+TIeNS & D­EMGLff4eN-
05
GRADING PLAN
C6
GRADING PLAN
C7 (VOID)
-GRADING PLAN
C8
CROSS SECTIONS
C9
EROSION AND SEDIMENT CONTROL PLAN
C10
EROSION AND SEDIMENT CONTROL PLAN
C11
EROSION AND SEDIMENT CONTROL PLAN
C12 (VOID)
- `AND -SEDIMENT CONTROL PLAN
C13
EROSION AND SEDIMENT CONTROL PLAN
C14
PLANTING PLAN
C15
PLANTING PLAN
C16
PLANTING PLAN
C17 (VOID)
41bANT4NG
C18
PLANTING PLAN
DETAILS
D1
EROSION AND SEDIMENT CONTROL DETAILS
D2
EROSION AND SEDIMENT CONTROL DETAILS
D3
EROSION AND SEDIMENT CONTROL DETAILS
D4
STREAM DETAILS
D5
DRAINAGE DETAILS
❑6
PLANTING NOTES AND TABLES
D7
PLANTING DETAILS
D8
SITE DETAILS
CEDAR LANE STREAMBANK
STABILIZATION - PHASE I & PHASE II
PHASEI UPDATES TEG
PHASE I UPDATES:
DESIGN ENGINEER OF RECORD IS THE EAST GROUP. SHEETS
DESIGNED BY EAST GROUP DESIGNATED BY 'TEG" SUFFIX IN
SHEET NUMBER, EXAMPLE C8-TEG.
SHEET LIST
SHEET NUMBER
SHEET TITLE
GENERAL
CIVIL
C4-TEG
EXISTING CONDITIONS & DEMOLITION PLAN
FIND IN PHASE li PLAN ASSEMBLY
C7 TEG
GRADING PLAN
FIND IN PHASE It PLAN ASSEMBLY
C12-TEG
EROSION AND SEDIMENT CONTROL PLAN
FIND IN PHASE II PLAN ASSEMBLY
C17-TEG
PLANTING PLAN
FIND IN PHASE II PLAN ASSEMBLY
❑ETAI LS
PROJECT CONTACTS
ENGINEER
HAZEN AND SAWYER
SURVEYOR
COOPER AND ASSOCIATES SURVEYORS, P.A.
KERRY BRAY, PE
COLLEEN JEWELL, PLS
4011 WESTCHASE BLVD, SUITE 500
404 E. CHATHAM ST, SUITE E
- — -
CARY, NC 27511
RALEIGH, NC 27607
[phone]
[phone]
[e-mail]
[e-mail]
FOR
CITY OF GREENVILLE
GREENVILLE, NORTH CAROLINA
HAZEN AND SAWYER NO.: 31187-003
TEG NO.: 20220136
APRIL 2023
00
0
PHASE I - HAZEN AND SAWYER NO. 31187-003
PHASE II - THE EAST GROUP NO. 20220136
Iwo
t.l
Ha en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
FOR REVIEW PURPOSES ONLY - DO NOT USE FOR CONSTRUCTION
0
CiD
FOURTEENTH STREET
w
LOCATION MAP
SCALE' 1 " = 200'
Q JAYCEE PARK
SHEPPARD
MEMORIAL LIBRARY
EAST BRANCH -
� THE
EAST
GROUP, P.A.
mEn.gineering ■Architecture ■Surveying ■Technology
324 Evans St., Greenville, NC 27858 [phone] [phone] (Fax)
4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 [phone] [phone] (Fax)
■ NC Engineering License No. C-0206 ■ NC Architectural License No_ 50213
■ NC Landscape Architectural License Na. C-427
CITY OF GREENVILLE
LISA KIRBY, PE
1500 BEATTY ST
OWNER
GREENVILLE, NC 27834
[phone]
LKI [e-mail]
PHASE II TEG
PHASE fl:
DESIGN ENGINEER OF RECORD IS THE EAST GROUP. SHEETS
DESIGNED BY EAST GROUP DESIGNATED BY "TEG" SUFFIX IN
SHEET NUMBER, EXAMPLE C8-TEG.
SHEET LIST
SHEET NUMBER SHEET TITLE
GENERAL
G1-TEG
COVER
G3-TEG
SHEET LAYOUT AND ACCESS PLAN
G4-TEG
GENERAL NOTES
CIVIL
C1-TEG
EXISTING CONDITIONS & DEMOLITION PLAN
C2-TEG
EXISTING CONDITIONS & DEMOLITION PLAN
C3-TEG
EXISTING CONDITIONS & DEMOLITION PLAN
C5-TEG
GRADING PLAN
C6-TEG
GRADING PLAN
C8-TEG
CROSS SECTIONS
C9-TEG
EROSION AND SEDIMENT CONTROL PLAN
C10-TEG
EROSION AND SEDIMENT CONTROL PLAN
C11-TEG
EROSION AND SEDIMENT CONTROL PLAN
C14-TEG
PLANTING PLAN
C15-TEG
PLANTING PLAN
C 16-TEG
PLANTING PLAN
DETAILS
D4-TEG
STREAM DETAILS
D6-TEG
PLANTING NOTES AND TABLES
D9-TEG
GROUND STABILIZATION AND MATERIALS ...
D10-TEG
SELF -INSPECTION, RECORDKEEPING AND ...
PROJECT CONTACTS
THE EAST GROUP, P.A.
TOD❑ TRIPP, PE
324 EVANS STREET
ENGINEER SURVEYOR
GREENVILLE, NC 27858
[phone]
TO DD, TR I P P@ EASTG ROU P.COM
THE EAST GROUP, P.A.
WILL HILLIARD, PLS
324 EVANS STREET
GREENVILLE, NC 27858
[phone]
W I LL. H I LLIAR D@ EASTGROU P. COM

ABBREVIATIONS
AC
ASBESTOS CONCRETE
AL
ALUMINUM
N
NORTH
APPROX
APPROXIMATELY
NORTH CAROLINA DEPARTMENT OF
NCDOT
ASPH
ASPHALT
TRANSPORTATION
NATIONAL POLLUTANT DISCHARGE
NPDES
ELIMINATION SYSTEM
BKF
BANKFULL
NITS
NOT TO SCALE
BLDG
BUILDING
BOC
BACK OF CURB
DC
ON CENTER
BTW
BETWEEN
OHE
OVERHEAD ELECTRIC
DPNG
❑PENING
C&G
CURB AND GUTTER
CB
CATCH BASIN
P
PAGE
CI
CAST IRON / CURB INLET
PL
PLACE
CMP
CORRUGATED METAL PIPE
PP
POWER POLE
CLF
CHAIN LINK FENCE
PDE
PERMANENT DRAINAGE EASEMENT
CO
CLEAN OUT
PR
PROPOSED
CONC
CONCRETE
PROF
PROFILE
CONN
CONNECT / CONNECTION
PSI
POUNDS PER SQUARE INCH
CONST
CONSTRUCTION
PVC
POLYVINYL CHLORIDE PIPE
CONT
CONTINUOUS
PVMT
PAVEMENT
COORD
COORDINATE
PWKY
PARKWAY
R
RADIUS
DB
DEED BOOK
RCBC
REINFORCED CONCRETE BOX
DBL
DOUBLE
CULVERT
DEMO
❑EMOLISH
RCP
REINFORCED CONCRETE PIPE
❑ET
DETAIL
RD
ROAD
DI
DROP INLET
REINF
REINFORCING
DIP
❑UCTILE IRON PIPE
RELOC
RELOCATE
DW
DRIVEWAY
REM
REMOVE
DWG
DRAWING
REQD
REQUIRED
DWL
DOWEL
RGC
RIFFLE GRADE CONTROL
ROW
RIGHT-OF-WAY
E
EACH
RTNG
RETAINING
EA
EACH
EG
EXISTING GRADE
S
SOUTH
EIP
EXISTING IRON PIPE
SCH
SCHEDULE
EL
ELEVATION
S❑
STORM DRAIN
ENT
ENTRANCE
SDCB
STORM DRAIN CATCH BASIN
EOG
EDGE OF GRAVEL
SDDI
STORM DRAIN DROP INLET
EOP
EDGE OF PAVEMENT
SDIN
STORM DRAIN INLET
EQ
EQUAL
SDMH
STORM DRAIN MANHOLE
EW
EACH WAY
SDWW
STORM DRAIN WEIR WALL
EX
EXISTING
SDYI
STORM DRAIN YARD INLET
SF
SQUARE FEET / SILT FENCE
FC
FRONT OF CURB
SRF
SPLIT RAIL FENCE
FDN
FOUNDATION
SS
SANITARY SEWER
FG
FINISHED GRADE
SSMH
SANITARY SEWER MANHOLE
FH
FIRE HYDRANT
STA
STATION
FDC
FIBER OPTIC CABLE
ST
STREET
FT
FEET
ST❑
STANDARD
STL
STEEL
G
GAS
STRU
STRUCTURE
GALV
GALVANIZE❑
SW
SIDEWALK
GM
GAS METER
GV
GAS VALVE
H
HEIGHT / HORIZONTAL
T&B
TOP AND BOTTOM
HDRL
HANDRAIL
TCE
TEMPORARY CONSTRUCTION
EASEMENT
HW
HEADWALL
TEMP
TEMPORARY
TOC
TOP OF CONCRETE / TOP OF CURB
INV
INVERT
TOS
TOP OF SLAB
IP
IRON PIN SET
TOW
TOP OF WALL
TPF
TREE PROTECTION FENCE
]B
]UNCTION BOX
nP
TYPICAL
IT
]DINT
UGE
UNDERGROUND ELECTRICAL
L
LENGTH
UTI L
UTILITY
[AT
LATERAL
LB
POUND
V
VERTICAL
LF
LINEAR FEET
VCP
VITRIFIE❑ CLAY PIPE
LO❑
LIMIT OF DISTURBANCE
LONG
LONGITUDINAL
W
WEST / WIDTH / WATER
LP
LIGHT POLE
W/
WITH
WD
WOOD
MATL
MATERIAL
WF
WOOD FENCE
MAX
MAXIMUM
WM
WATER METER
MB
MAILBOX
WSE
WATER SURFACE ELEVATION
MFR
MANUFACTURER
WV
WATER VALVE
MH
MANHOLE
WW
WEIR WALL
MIN
MINIMUM
MUTCD
MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
YI
YARD INLET
YR
YEAR
LEGEND
EXISTING ITEMS
- CONTOUR MAJOR
- CONTOUR MINOR
1+50
1 STREAM CENTERLINE
- - I r
RIGHT-OF-WAY
- - - - OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
- FIBER OPTIC BURIED
FENCE
- - UNDERGROUND GAS
- - -- - - UNDERGROUND WATER
- _ - TELEPHONE CABLE
CABLEVISION
- PROPERTY LINE
EASEMENT
- SANITARY SEWER
STORM SEWER
--
DRIVEWAY CULVERT
100-YR FLOODPLAIN
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
TELEPHONE MANHOLE
®
CATCH BASIN
DROP INLET
L Ell I
ELECTRICAL VAULT
0
ELECTRICAL MAN HOLE
Ef
WATER METER
1
CONCRETE MONUMENT
SURVEY CONTROL MARKER
PROPERTY CORNER (EtR/ERBR/SIR/EIP)
WATER VAULT
0
FIBER OPTIC MARKER
0
SANITARY SEWER CLEAN OUT
•
TREE
=
CONCRETE CURB AND GUTTER
CONCRETE/SIDEWALK
CONCRETE SLABS (STACKED)
BROKEN CONCRETE, BRICK,
STONE DEBRIS
RIPRAP
TEMPORARY BENCHMARK
FLOW DIRECTION ARROW
- OL)
POWER POLE
ogiff
MAILBOX
FLARED END SECTION
f HEADWALL
vvv
x GATE WATER VALVE
GAS VALVE
LIGHT POLE
,A
SOIL BORING
PROPOSED ITEMS
250 CONTOUR MAJOR
251 CONTOUR MINOR
-------------1
C X x X /Xl
1 l FILTREXX BANK STABILIZATION
x PERMANENTFENCE
100YR 100-YR FLOODPLAIN
TCE TEMPORARY CONSTRUCTION EASEMENT
PDE PERMANENT DRAINAGE EASEMENT
STORM SEWER
TPF
TREE PROTECTION FENCE
LOD
LIMITS OF DISTURBANCE
LOD/TCE
LIMITS OF DISTURBANCE &
TEMPORARY CONSTRUCTION EASEMENT
PDE/X
PERMANENT DRAINAGE EASEMENT & FENCE
•
TREE
❑
RIPRAP OUTLET PROTECTION
ENDWALL
ANTI -SEEP COLLAR
'.'.'......'..'.'.'.'.'.'.' CO I R MAT
SLOPE MATTING
EROSION AND SEDIMENT CONTROL ITEMS
- _-J
ACCESS PATH
( p j
PUMP
FB
FILTER BAG
©
ROCK OUTLET PROTECTION
340*0
INLET PROTECTION
®
SAND BAG DIVERSION
LOADING AND UNLOADING ZONE
STAGING AREA
SF
SILT FENCE
TEMP X
TEMPORARY CLF
TPA
TEMPORARY PUMP AROUND
00
TREE PROTECTION PLANKING
CONSTRUCTION ENTRANCE
DEMOLITION ITEMS
�'--� REMOVE STRUCTURES
REMOVE PIPE
x REMOVE FENCE
TREE REMOVAL
PROJECT K. BRAY
ENGINEER:
o��N CaROC,
100°Io DESIGN `� Q¢���SEAL 551°ygr�v
0o NOT USE 039119
FOR CONSTRUCTION ����
Digitally sign Y A. g�P
Kerry Bray
Date:
022. 3.25
Hazen
-
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.- C-03$1
GREENVILLE, NORTH CAROLINA
GENERAL
ABBREVIATIONS & LEGEND
DATE: MAR 2022
DESIGNED BY. T. MARSHALL
HAZENNO. 31 87-003
DRAWN BY: S. KAN E
CONTRACT NO..
CEDAR LANE STREAM BANK
STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER.
��7
L
IF THIS BAR DOES NOT 0 1/2" 1
MEASURE 1"THEN DRAWING IS
NOT TO FULL SCALE
REV
ISSUED FOR
DATE
BY

�r
ANC �
PROJECT K. BRAY
ENGINEER'
DESIGNED BY: T. MARSHALL
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT Q 112„ 111
MEASURE 1" THEN DRAWING IS
REV ISSUED FOR DATE BY NOT TO FULL SCALE
-�_ C4, C 12
1
1 I
I
C1 . C51 C9 ACCESS PATH, TYP
t '
1
O
100% DESIGN
❑O NOT USE
FOR CONSTRUCTION
PROJECT ACCESS
E WRIGHT RD
LOADING AND UNLOADING ZONE
_ f 1
f f
r !
C2 , C61 C 1 O
t ,
---------------------------------
PROPERTY LINE, TYP
r. I
C39 C79 C11 '
— 1+ �hCrrHr�u
I I I ± �. MEMORIAL
CAR ,
SEAL `
039119
Digitally 5igneyr A.
by Kerry Bray
Date:
2022.03.25
10: 5$-13-04'00'
Ha en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
PLAN
SCALE: 1" = 50'
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAM BAN K
STABILIZATION
NOTES:
1. AREAS WITHIN LIMITS OF DISTURBANCE ON
PRIVATE PROPERTY REQUIRE A TEMPORARY
CONSTRUCTION EASEMENT"
2. CONTRACTOR TO SITUATE STAGING AREA
WITHIN THE GRASSED AREA OUTSIDE OF THE
CRITICAL ROOT ZONE OF THE TREES.
BENCHMARK TABLE
NAME
NORTHING
EASTING
ELEVATION
TBM-1
675263-36'
2491231.15'
47.57
TBM-2
675503-53'
2491464.77'
45.89'
TBM-3
675678,43'
2491711.62'
31.70'
JAYCEE PARK
GENERAL
SHEET LAYOUT AND ACCESS PLAN
C13
DATE. MAR 2022
HAZEN NO.: 31187-003
CONTRACT NO":
DRAWING
NUMBER:
G3

SITE GENERAL NOTES:
AND IF NECESSARY, ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED IN A LOCATION CONSISTENT
UTILITIES:
BY DISKING, HARROWING, RAKING, OPERATING PLANTING EQUIPMENT ON THE CONTOUR.
WITH MUTCD TO PROVIDE CONTINUOUS TRAFFIC AWARENESS OF ROADWAY CONDITIONS- (NO SEPARATE
2.
SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE RATES
1-
SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY COOPER AND ASSOCIATES
PAYMENT UNLESS OTHERWISE INDICATED).
1. CONTRACTOR SHALL REFERENCE AND MEET THE REQUIREMENTS OF THE GUC DESIGN AND
SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE. SEED SHALL BE
SURVEYORS, P.A-. DATED FEBRUARY 2020.
SPECIFICATIONS MANUAL, REFERRED TO HEREAFTER AS THE GUC MANUAL.
BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY RAINFALL.
24- CONTRACTOR SHALL PROVIDE SECURITY FENCING, SECURITY GUARD, AND ANY AND ALL OTHER
2.
HORIZONTAL CONTROL IS REFERENCED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM,
MEASURES CONTRACTOR DEEMS NECESSARY TO PROTECT EQUIPMENT AND MATERIALS STORED ON THE
2. INTERRUPTION OF UTILITY SERVICE TO RESIDENCES OR BUSINESSES REQUIRES APPROVAL OF THE
3
STRAW MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE SECURED PER DETAIL 310.41/CD1.
BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83), VERTICAL CONTROL IS REFERENCED TO THE
PROJECT. (NO SEPARATE PAYMENT UNLESS OTHERWISE INDICATED)-
UTILITY OWNER. IF APPROVED, UTILITY OWNER AND AFFECTED RESIDENTS/BUSINESSES SHALL BE
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF SERVICE INTERRUPTION.
4.
NETTING WITH PLASTIC MESH AND / OR PLASTIC: TWINE SHALL NOT BE USED.
25, WHERE CONTRACTOR CEASES WORK OPERATION FORA 72 HOUR PERIOD OR LONGER, SUCH AS
3.
FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA} FLOOD INSURANCE
HOLIDAYS, ETC., THE FOLLOWING SHALL BE ACCOMPLISHED PRIOR TO THE WORK STOPPAGE.
3. WHEN CONSTRUCTION REQUIRES RELOCATION OF SANITARY SEWER SERVICE LATERALS; CONTRACTOR
5
NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND I5 TOO WET TO RAKE EASILY, WHEN
RATE MAP {FIRM} PANEL 4597, MAP NUMBER 3720459700K, DATED JULY 7, 2014 1 00YEAR FLOOD ELEVATION
SHALL PROVIDE MEANS OF COLLECTING AND DISPOSING OF fRESIDENTIAL/BUSINESSSAHITARY SEWAGE.
IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE RE -CULTIVATED,
- 40.5 - 37 7
CONTRACTOR WILL STORE ALL EQUIPMENT IN THE CONTRACTOR STAGING AREA OR OFFSITE.
FERTILIZED AT HALF THE BATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND BROADCAST METHOD ACCEPTABLE TO
• THE CONTRACTOR SHALL SWEEP ALL STREETS. PERFORM GENERAL CLEANUP AND SHALL PERFORM
4. UTILITIES ARE SHOWN BASED ON BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL FIELD -VERIFY
4.
CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES,
MAINTENANCE ON ALL EXPOSED PATCHES.
LOCATIONS OF UTILITIES WHERE SHOWN PRIOR TO LAND DISTURBANCE.
THE OWNER.
DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK.
26 CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO THAT STORED MATERIAL
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, THE
EROSION AND SEDIMENTATION CONTROL NOTES:
5.
CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION,
QUANTITIES ON THE JOB SITE SHALL BE MINIMIZED.
OWNER'S UTILITY COORDINATOR AND OWNER'S INSPECTOR WHOSE FACILITIES WILL BE AFFECTED TO
STRUCTURES, AND UTILITIES THAT ARE NOT INDICATED TO BE ❑EMOLiSHED OR REMOVED- ANY DAMAGE
DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
IN ADDITION TO THE NOTES INCLUDED IN DETAIL 310.01/D1, THE FOLLOWING NOTES APPLY:
TO EXISTING PAVEMENT. TREES, VEGETATION. STRUCTURES, AND UTILITIES NOT INDICATED TO BE
27. CLEARING AND GRUBBING SHALL BE RESTRICTED TO PERMANENT EASEMENTS ONLY- CONTRACTOR
CAUSED BY CONTRACTOR OPERATIONS OR THOSE OF THE CONTRACTOR'S AGENTS. THE CONTRACTOR
DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE-
SHALL LIMIT TREE/BUSH CLEARING IN THE TEMPORARY EASEMENTS, BETWEEN HOUSES AND ALONG
SHALL. INDEMNIFY AND HOLD HARMLESS THE OWNER AND ENGINEER FOR ANY THIRD -PARTY
1,
THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS. ALL ONSITE ACTIVITIES SHALL BE MANAGED TO
PROPERTY LINES TO ONLY ABSOLUTELY NECESSARY FOR CONSTRUCTION OR AS NOTED ON PLANS.
INCONVENIENCE CREATED BY THE CONTRACTOR'S OPERATIONS OR THAT OF HIS AGENTS. ANY
ENSURE NO ADVERSE IMPACTS TO WATER QUALITY OCCUR DURING AND AFTER CONSTRUCTION. THE CONTRACTOR SHALL FURNISH
6-
WHERE PROPOSED WORK 15 IN THE VICINITY OF UTILITY POLES, SUCH THAT SUPPORT OF THE POLE(S)
DAMAGES TO EXISTING UTILITIES SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY.
AND INSTALL ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT
WILL BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY, PUBLIC OR
28. CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS ANDIDR
CREEKS, ROADWAYS, ETC FROM SILTATION AND EROSION.
PRIVATE, OF THE WORK. IT WILLBE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
LIMITS OF DISTURBANCE.
6. ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE
UTILITY FOR SUPPORT OF THE POLE-
CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTIO WORK WITH UTILITY OWNERS SO
Z
ALL PIPE WORK SHALL_ BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH
29. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE
AS NOT TO DELAY THE PROJECT SCHEDULE. THE CITY WILLLL NOTT BE BE HELD RESPONSIBLE FOR ANY
7.
WHERE OVERHEAD POWER LINES AfRE PRESENT, CONTRACTOR MUST CONTACT THE UTILITY PRIOR TO
APPROPRIATE LOCAL AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR
DELAYS OR DISRUPTIONS DUE TO THE WORK SCHEDULE OF UTILTY OWNERS.
IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL
CONSTRUCTION ACTIVITIES TO DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC)
SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION.
SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE.
DISTANCE BASED UPON LINE STRENGTH.
• THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE -CALL @ 811 TO HAVE UTILITIES LOCATED
TRENCH SHALL BE BACKFILLED AT THE END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
30. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL
PRIOR TO BEGINNING CONSTRUCTION.
MEASURES, AS APPROPRIATE.
8.
THE CONTRACTOR SHALL DESIGN. FURNISH. AND INSTALL ANY TRENCH OR EXCAVATION STABILIZATION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER/OWNER. PAVEMENT REMOVAL WIDTH SHALL BE 1 FOOT
■ FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CARDLINA ONE -CALL CONTACT THE OWNER.
NECESSARY TO MAINTAIN EXCAVATION FOR CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL
MINIMUM. REMOVED PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO
3.
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE, PERMANENT
COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL SUBMIT A DESIGN PREPARED BY A
TIE-IN TO FACE OF PROPOSED CURB OR GUTTER.
7 THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO
VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS, AND APPROVAL BY THE ENGINEER AND CITY IS GIVEN. AREAS WHERE
REGISTERED PROFESSIONAL ENGINEER IN THE JURISDICTION OF THE PROJECT TO THE OWNER/ENGINEER
FINISHED GRADE. THE CONTRACTOR SHALL FOLLOW STANDARDS OF THE GUC MANUAL-
EROSION AND SEDIMENTATION CONTROL MEASURES ARE REMOVED SHALL BE REGRADED AND SEEDED TO MATCH ORIGINAL SITE
FOR REVIEW, INCLUDING BUT NOT LIMITED TO SHEET PILING, SHORING, AND/OR BRACING. THE
31 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORROW MATERIAL REQUIRED TO CONSTRUCT
CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND REMOVAL OF ANY TRENCH STABILIZATION.
PROJECT AS SHOWN ON THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED.
8. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL AND STATE CONSTRUCTION AND
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT UTILITIES OR
TESTING STANDARDS.
4.
TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON ANY AREA
STRUCTURES RESULTING FROM THE INSTALLATION, REMOVAL OR ABSENCE OF TRENCH STABILIZATION
32. ALL EXCAVATED MATERIALS THAT ARE NOT REQUIRED ARE UNSUITABLE FOR THE PROJECT SHALL BE
WHICH WILL. REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL SLOPE
CONSIDERED WASTE AND SHALL BE HAULED OFF SITE ANN D DISPOSED IN A SAFE AND LEGAL MANNER AT
y. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR RIGHT-OF-WAYS, THE CONTRACTOR IS
STEEPER THAN 3H:1V SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
9.
ALL MATERIALS, CONSTRUCTION METHODS, AND WORKMANSHIP SHALL CONFORM WITH THE LATEST
THE CONTRACTOR'S EXPENSE.
REQUIRED NOTIFY CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH LOCAL AND STATE LAWS
STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS. ALL OTHER SLOPES SHALL BE PROVIDED WITH
VERSION OF APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS ANDREQUIREMENTS-AND
REGULAA TIONS- CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES, INCLUDING ANY NOT
SHOWN, PRIOR TO BEGINNING CONSTRUCTION-
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 14
NOTES FOR PRIVATE PROPERTY OWNER RELATIONS:
CALENDAR DAYS.
10.
CONTRACTOR SHALT. MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS,
OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A REGISTERED
1- IF THE PROPOSED WORK WILL BE CONSTRUCTED WITHIN A DEVELOPED RESIDENTIAL OR COMMERCIAL
10. THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH CONSTRUCTION 14 DAYS IN
LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND
AREA, THE CONTRACTOR IS REQUIRED TO DEVELOP GOOD RELATIONS WITH THE RESIDENTS AND
ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY AND VERTICALLY) TO ALLOW THE ENGINEER AN
5.
PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED FOR ALL AREAS REACHING FINAL GRADE WHICH WILL NOT BE DISTURBED
OTHER PERMANENT POINTS OF REFERENCE. DISTURBED OR DESTROYED BY THE CONTRACTOR.
BUSINESSES WHICH INCLUDE THE FOLLOWING MANDATORY MINIMUM REQUIREMENTS:
OPPORTUNITY TO ADJUST THE DESIGN TO AVOID CONFLICTS (NO SEPARATE PAYMENT UNLESS
AGAIN. UPON COMPLETION OF FINAL GRADING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE ESTABLISHED.
OTHERWISE INDICATED).
11-
ACCESS TO SITES SHALL BE BY PUBLIC RIGHT-OF-WAYS AND UTILITY EASEMENTS. OTHER ACCESS
9 NO SPEEDING WITH EQUIPMENT AND/OR VEHICLES (25 MPH MAX-)
-11. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE AND JOINTS EXPOSED
6.
ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED UPON APPROVAL
LOCATIONS REQUIRED SHALL BE SECURED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
DO NOT BLOCK DRIVEWAYS AT ANY TIME EXCEPT AS INDICATED
DURING CONSTRUCTION SHALL BE INSPECTED BY THE OWNER PRIOR TO BACKFILUNG.
FROM THE CITY. ANY AREAS DISTURBED BY THE REMOVAL OF EROSION CONTROL MEASURES SHALL BE RETURNED TO THE ORIGINAL,
OWNER. SUPPLEMENTAL EROSION CONTROL MEASURES SHALL BE REQUIRED TO INCLUDE
DO NOT LITTER AT ANY TIME
OR BETTER, CONDITION, THEN SEEDED, MULCHED, AND FERTILIZED.
CONSTRUCTION ENTRANCES, SILT FENCING, RESTORATION, ETC. ADDITIONAL MEASURES SHALL BE
9 DO NOT USE PRIVATE PROPERTY OWNER WATER WITHOUT PROPERTY OWNER PERMISSION
12. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AS REQUIRED FOR
INCLUDED AS PART OF A SUPPLEMENTAL EROSION CONTROL PLAN PREPARED BY THE CONTRACTOR.
(SIGNED AGREEMENT REQUIRED)
ADHERE TO ALL PLUMBING CODE REQUIREMENTS FOR BACK FLOW PREVENTION
CONSTRUCTION OF IMPROVEMENTS SHOWN- CONTRACTOR SHALL PROVIDE OWNER A UTILITY SUPPORT
7.
THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PEOPLE RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
12.
THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONSTRUCTION STAGING AREA AT HIS EXPENSE
RESPOND TO RESIDENT'S COMPLAINTS WITHIN 24 HOURS
PLAN DESIGNED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER-
TO INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES AFTER EACH PHASE OF THE PROJECT UNTIL PERMANENT GROUND
IF NOT SHOWN ON DRAWINGS.
0 ❑O NOT HARASS OR USE ABUSIVE LANGUAGE OR PROFANITY
COVER IS ESTABLISHED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY MONITORING PROGRAM OF THE NPDES
• WEAR PROPER PROTECTIVE CLOTHING (HARD HATS, PROPER SHOES, SHIRTS, ETC.) AS REQUIRED
13. THE CONTRACTOR SHALL PROVIDE SANITARY SEWER BYPASS PUMPING TO A DOWNSTREAM MANHOLE
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS TO ENSURE THE
13.
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY THE OWNER/ENGINEER. THE
BY CONTRACTOR SAFETY POLICY AND OSHA
OR OTHER MEANS TO COLLECT AND DISPOSE OF ACTIVE SANITARY SEWER FLOWS AS REQUIRED FOR
INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE CONTINUALLY PERFORMING AS INTENDED.
STOCKPILE SHALL BE PROVIDED WITH GROUND COVER WITHIN 15 WORKING DAYS OF STOCKPILE
MAINTAIN PROPER SAFETY MEASURES, PARTICULARLY ALONG OPEN TRENCHES, PLACING CONES
CONSTRUCTION.
COMPLETION.
ON RAISED MANHOLES AND BACK FILLING OPEN TRENCHES IF CONSTRUCTION IS STOPPED AND
STORM DRAINAGE STRUCTURE PIPE & GRADING NOTES:
THE OPEN TRENCH IS NOT MANNED
- - - - -- ----
EROSION
AND SEDIMENTATION CONTROL CONSTRUCTION_ SEQUENCING:
14.
CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.
9 PERSONNEL MUST WEAR SAFETY VEST AT ALL TIMES WHILE WORKING IN THE PUBLIC
1. PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE
15.
THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH THE PROPERTY OWNERS
RIGHT-OF-WAY.
ALL TRAFFIC CONTROL FLAG PERSONS AND AT LEAST ON PERSON ON EACH WORK CREW MUST
DECREASED FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
1.
CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION CONTROL PLAIN AND THE NORTH
AFFECTED BY THE WORK PRIVATE AGREEMENTS WITH PROPERTY OWNERS MUST BE IN WRITING ON A
BE FLUENT IN THE ENGLISH LANGUAGE
CAROLINA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES} GENERAL PERMIT FOR STORMWATER DISCHARGES
FORM APPROVED BY THE OWNER AND A COPY SHALL BE PROVIDED TO THE ENGINEER PRIOR TO
2 ALL STORM DRAINAGE PIPE BE CLASS Ili REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE
ASSOCIATED WITH CONSTRUCTION ACTIVITY. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE
PROCEEDING WITH CONSTRUCTION ACTIVITIES AFFECTED BY SAID AGREEMENT THE AGREEMENT MUST
2. IF THE CONTRACTOR ANDIOR SUBCONTRACTORS CANNOT ADEQUATELY PERFORM AND/OR COMPLY
LENGTHS INDICATED ❑N PLANN ARE APPROXIMATE.
(CDC) MUST BE OBTAINE❑ BEFORE LAND DISTURBING ACTIVITIES OCCUR. PER NPDES REQUIREMENTS, A RAIN GAUGE,
SPECIFY THAT THE OWNER AND THE ENGINEER SHALL BE INDEMNIFIED AND HELD HARMLESS AGAINST ALL
WITH THESE REQUIREMENTS, THE INDIVIDUAL, SUBCONTRACTOR, OR EMPLOYEES MAY BE DIRECTED
SELF -INSPECTION RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND E&SC PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND
CLAIMS ARISING FROM THE AGREEMENT- BEFORE FINAL ACCEPTANCE, A RELEASE FROM EACH
TO LEAVE THE PROJECT PERMANENTLY. INCONSIDERATE. NON -COOPERATIVE ATTITUDES AND
3. THE CONTRACTOR SHALL PROVIDE BYPASS PUMPING TO ROUTE ACTIVE DRAINAGE SYSTEM FLOWS
ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR
PROPERTY OWNER THAT THE CONTRACTOR MADE AN AGREEMENT WITH SHALL BE REQUIRED- THE
ACTIONS WILL NOT BE TOLERATED.
AROUND PROPOSED CONSTRUCTION AREA. FLOWS SHALL BE DISCHARGED IN A NON -EROSIVE MANNER-
ENTRANCE OF THE PROJECT.
PROPERTY OWNER'S RELEASE IS A CONDITION OF FINAL ACCEPTANCE.
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BYPASS PUMPING IS ADEQUATE T❑ PROTECT
THE WORK AREA FROM DAMAGE.
TRAFFIC CONTROL
16.
CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN/ JOB -SITE TO INCLUDE STAGING/STORAGE AREAS AS
2.
PRIOR TO ANY CLEARING, GRADING OR INSTALLATION OF SEDIMENT EROSION PROTECTION MEASURES, THE CONTRACTOR SHALL
FOLLOWS
4- THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER/ENGINEER ANY DISCREPANCIES FOUND
CONDUCT A PRECONSTRUCTIDN MEETING WITH THE STATE LAND QUALITY SECTION (919-791-4200}, CITY PROJECT MANAGER {DARYL
1. CONTRACTOR SHALL COMPLY WITH THE TRAFFIC CONTROL PLAN AS SHOWN IN THE DRAWINGS. IF NO
BETWEEN ACTUAL CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR FURTHER
NORRIS 252-329-4350} AND ENGINEER (KERRY BRAY, HAZEN AND SAWYER, 919-833-7152}, ALL PARTIES REQUIRE SEVEN-DAY NOTICE.
• PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BY THE OWNER/ENGINEER-
TRAFFIC CONTROL PLAN IS INCLUDED IN THE DRAWINGS, OR IF THE CONTRACTOR WISHES TO
COORDINATION FROM THE OWNER/ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
LIMITS OF ❑ISTURBANCE AND BURIED UTILITY MARK -OUT TO BE COMPLETED PRIOR TO PRE -CONSTRUCTION MEETING.
• SWEEP STREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS DIRECTED BY THE ENGINEER/OWNER-
PROPOSE AN ALTERNATIVE TRAFFIC CONTROL PLAN, CONTRACTOR SHALL PROVIDE A TRAFFIC
• BLADE, LEVEL AND RE -COMPACT ALL EXPOSED TRENCHES WEEKLY {OR AS DIRECTED BY THE
CONTROL PLAN TO THE ENGINEER/OWNER FOR APPROVAL. TRAFFIC CONTROL PLAN SHALL COMPLY
5. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER/OWNER} TO PRODUCE A SMOOTH "RIDE".
WITH ALL LOCAL, STATE, FEDERAL, AND MUTCD REQUIREMENTS.
ENGINEER/OWNER. THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS WITH
3.
PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR IS TO HAVE ALL LIMITS OF DISTURBANCE (LOD), UNDERGROUND
• PERFORM DAILY CLEAN-UP OF ALL DIRT, DEBRIS, TRASH, AND SCRAP MATERIALS.
OWNER/ENGINEER APPROVAL. CONTRACTOR SHALL PROVIDE TRENCH STABILIZATION PLAN DESIGNED
UTILITIES, TREES TO BE REMOVED, AND SEDIMENT AND EROSION CONTROL DEVICES STAKED OUT IN THE FIELD FOR REVIEW AND
• REMOVE EXCESS EQUIPMENT, MATERIALS, TOOLS, ETC- NOT NEEDED.
2. CONTRACTOR SHALL ENSURE ACCESS TO ALL PROPERTIES BY PROPERTY OWNERS AT ALL TIMES.
AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER.
APPROVAL BY THE CITY.
TEMPORARY DRIVEWAY CLOSURES SHALL ONLY BE PERMITTED ONLY WITH APPROVAL OF THE OWNER
17.
EXCESS SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE ON THE
AND IN COORDINATION WITH THE PROPERTY OWNER. FOR DRIVEWAY CLOSURES, CONTRACTOR
6. THE CONTRACTOR SHALL BACKFILL OPEN EXCAVATIONS AT THE END OF EACH WORKING DAY. AT
PROJECT OR DISPOSED OF OFF -SITE AS DIRECTED BY THE ENGINEER/OWNER- THE CONTRACTOR SHALL
SHALL PROVIDE ALTERNATE PARKING AND PEDESTRIAN ACCESS TO HOMES TO THE PROPERTY
DRAINAGE STRUCTURE LOCATIONS, THE EXCAVATION SHALL BE COVERED WITH METAL PLATES UNLESS
4
INSTALL ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES INCLUDING TREE PROTECTION IN LOCATIONS AS SHOWN ON
NOT BE ALLOWED TO STOCKPILE MATERIALS OR EXCESS MATERIALS IN THE STREET RIGHT-OF-WAYS AT
OWNER'S SATISFACTION-
OTHERWISE APPROVED BY THE OWNER/ENGINEER. FOR AREAS LEFT OPEN OVERNIGHT, SECURITY
THE CONTRACT DRAWINGS. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ALL TEMPORARY SEDIMENT AND
ANY TIME- THE CONTRACTOR SMALL PROVIDE A SUFFICIENT AND SUITABLE STOCKPILE AREA AND
FENCING SHALL BE PROVIDED.
EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY SECTION AT LEAST
LOCATION AT THE CONTRACTOR'S EXPENSE UNLESS SUCH AN AREA IS DESIGNATED ON THE DRAWINGS.
3. CONTRACTOR SHALL NOTIFY THE OWNER ONE WEEK IN ADVANCE OF ANY ROAD CLOSING AND
48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. CONTRACTOR TO PHOTOGRAPH ALL ACCESS POINTS PRIOR TO WORK
COORDINATE ALL ROAD CLOSINGS WITH AFFECTED PROPERTY OWNERS 48 HOURS PRIOR TO
7. ALL PROPOSED GRADES ARE FINISH GRADES. IN RIPRAP AREAS. CONTOURS INDICATE TOP GRADE OF
18-
THE CONTRACTOR SHALL PROVIDE MEANS TO DEWATER THE CONSTRUCTION AREA DURING
CLOSING-
RIPRAP-
AND UPON PROJECT COMPLETION.
CONSTRUCTION. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE DRY- DISCHARGES FROM
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
DEWATERING ACTIVITIES WILL BE CLEAN OF SEDIMENT AND TURBIDITY AND SHALL BE DISCHARGED IN A
4- MINIMUM ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS ROAD CLOSURE IS
S.
FOR STREAMBANK STABILIZATION, THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND FROM STREAM STATION
- - -
NON -EROSIVE MANNER IN COMPLIANCE WITH APPLICABLE LOCAL, STATE. AND FEDERAL STANDARDS AND
APPROVED BY THE OWNER IN WRITING. 5 DAYS IN ADVANCE OF ROAD CLOSURE. AN APPROVED
SELF -INSPECTION PROGRAM:
OTOQ TO 2+25 AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER THE WORK AREA.
REGULATIONS-
DETOUR PLAN PREPARED BY THE CONTRACTOR SHALL BE REQUIRED AND THE MEASURES INSTALLED
PRIOR TO CLOSURE.
1, THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
19-
CONTRACTOR SHALL PROVIDE MEASURES DURING CONSTRUCTION TO SECURE THE SITE AND
RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
6,
THE CONTRACTOR SHOULD ONLY DISTURB AS MUCH AREA WHICH CAN BE COMPLETED BY THE END OF DAY. AT THE END OF EACH
EXCAVATION FROM THE GENERAL PUBLIC AND COMPLY WITH ALL OSHA REGULATIONS- JOB SITE SAFETY
5, THE CONTRACTOR SHALL NOT IMPEDE TRAFFIC AT ANY TIME UNTIL THE APPROVED TRAFFIC CONTROL
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
WORKDAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED TO ALLOW BASEFLOW TO FLOW FREELY THROUGH
IS THE EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. OPEN EXCAVATION SHALL BE FILLED
DEVICES ARE IN PLACE-
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
THE STREAM CHANNEL.,
AT THE END OF EACH DAY'S WORK AND SHALL NOT BE LEFT UNATTENDED OR OPEN OVERNIGHT. FOR
2010, THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF MONITORING PROGRAM OF
AREAS LEFT OPEN OVERNIGHT. SECURITY FENCING SHALL BE PROVIDED.
6. ALL TRAFFIC CONTROL MEASURES. DEVICES, INSTALLATION, METHODS, SEQUENCING AND PLANS
THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION
SHALL BE IN STRICT ACCORDANCE WITH MUTCD AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
7.
REPEAT STEPS 5 AND 6 FOR STREAM STATIONS 2+25 TO 5+15 AND 5+15 TO 8+05,
20.
CONTRACTOR SHALL REPAIR OR REPLACE DRIVEWAYS DISTURBED BY CONSTRUCTION TO EXISTING OR
STANDARDS.
MEASURES ACCORDING TO THE APPROVED PLAN- THE INSPECTIONS MUST BE CONDUCTED AFTER EACH
BETTER CONDITIONS. NO SEPARATE PAYMENT UNLESS OTHERWISE INDICATED-
ORDER OF PRECEDENCE GENERAL NOTES/TECHNICAL
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN
8,
FOR STORMWATER PIPE REPLACEMENT, THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY DEWATERING PUMP TO MANAGE
ACCORDANCE WITH THE NCGS 113A 54.1 AND 15A NCAC 4B-0131-THE SELF -INSPECTION REPORT FORM IS
21.
THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL TO REMOVE ANY TREES NOT INDICATED FOR
SPECIFICATIONSIPHOTOS:
AVAILABLE AT https:I/deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/farms. IF
GROUNDWATER SEEPAGE DURING EXCAVATION. THE CONTRACTOR SHALL HAVE A SCM DIVERSION PUMP AROUND ON -SITE SHOULD A
REMOVAL ON THE DRAWINGS-
YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (910)
RAINFALL EVENT OCCUR ❑URING CONSTRUCTION TO PREVENT WATER FROM ENTERING THE PIPE REPLACEMENT WORK AREA.
1. THE NOTES CONTAINED HEREIN ARE INTENDED TO SUPPLEMENT TECHNICAL SPECIFICATIONS, IN NO
433-3300-
22-
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE FENCES ARE REMOVED FOR
CONSTRUCTION. CONTRACTOR SHALL COORDINATE REMOVAL OF EXISTING FENCE AND INSTALLATION OF
CASE SHALL THESE NOTES VOID ANY PART, SECTION OR REQUIREMENT OUTLINED IN THE TECHNICAL
SEEDING NOTES:
9.
ONCE THE PROJECT IS COMPLETED AND PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE STATE LAND QUALITY
TEMPORARY FENCE WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. REMOVAL OF TEMPORARY
SPECIFICATIONS CONTAINED IN THE CONTRACT DOCUMENTS. IF CONFLICTS OCCUR BETWEEN THE
TECHNICAL SPECIFICATIONS AND THE NOTES CONTAINED HEREIN, THE TECHNICAL SPECIFICATIONS
SECTION HAS BEEN GRANTED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS DISTURBED BY THE
FENCE AND INSTALLATION OF PERMANENT FENCE MUST ALSO BE COORDINATED WITH PROPERTY OWNER.
SHALL SUPERSEDE.
SEEDING SHALL BE APPLIED PER CITY OF GREENVILLE EROSION CONTROL GUIDE, DETAIL 310.01 1 D1.
REMOVAL OF THESE MEASURES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND SEEDED, MULCHED, AND FERTILIZED.
ALL REMOVAL. TEMPORARY, AND REPLACEMENT FENCING SHALL BE CONSIDERED INCIDENTAL TO THE
ADDITIONALLY, THE FOLLOWING NOTES APPLY:
INSTALLATION AND NO SEPARATE PAYMENT SHALL BE MADE UNLESS OTHERWISE INDICATED.
? PHOTOGRAPHS CONTAINED IN DRAWINGS, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND THE
10.
WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS
CONTRACTOR SHALL REINSTALL. ALL SHEDS, FENCES, ETC- TO AS GOOD OR BETTER THAN EXISTING
CONTRACTOR SHALL NOT RELY ON THE PHOTOGRAPHS AS BEING REPRESENTATIVE OF ACTUAL SITE
1. CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING
CONDITIONS UNLESS OTHERWISE INDICATED WITH NO SEPARATE PAYMENT UNLESS OTHERWISE
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE INVESTIGATIONS TO ASCERTAIN
MEASURES PRIOR TO PLANTING.
THE PERMIT -FEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGOI TO SUBMIT
INDICATE].
EXISTING SITE CONDITIONS.
AN ELECTRONIC NOTICE OF INTENT (E-NOT).
2. TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT
23.
CONTRACTOR SHALL REPLACE ALL MAILBOXES, SIGNS, ETC. DISTURBED DURING CONSTRUCTION WITHIN
OR OTHER SUITABLE MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING,
24 HOURS OF DISTURBANCE, PERMANENT ROAD SIGNAGE DISTURBED SHALL BE REPLACED IMMEDIATELY
FURROWING, TRACKING, OR STAIRSTEP GRADING. SLOPES FLATTER THAN 3'. 1 SHOULD BE GROOVED
DISTURBED AREA: �.� AC
PROJECT BRAY
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Date: 2022-03.25
10:5716-04'00'
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4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
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MAR 2022
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Digitall NGiN0E
by Kerry
Date- A
2022.03.25
10:58:15-04'00'
PLAN
SCALE: 1" = 10'
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
CIVIL
EXISTING CONDITIONS & DEMOLITION
PLAN
NOTES:
1. AREAS WITHIN LIMITS OF DISTURBANCE ON
PRIVATE PROPERTY REQUIRE A TEMPORARY
CONSTRUCTION EASEMENT.
2, TREES WITHIN LIMITS OF DISTURBANCE THAT
ARE NOT SHOWN FOR REMOVAL SHALL BE
PROTECTED AS SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLANS, SEE SHEETS C9
THROUGH C13.
3. CONTRACTOR SHALL NOT DISTURB AREAS
WITHIN THE LOD THAT ARE NOT REQUIRED FOR
CONSTRUCTION ACCESS OR BANK
STABILIZATION.
4. SEE EROSION AND SEDIMENT CONTROL PLAN
SHEETS C9 THROUGH C13 FOR INSTALLATION OF
TEMPORARY FENCE DURING CONSTRUCTION.
SEE GRADING PLAN SHEETS C5 THROUGH C7
FOR REPLACEMENT OF PERMANENT FENCE.
5. ADDITIONAL TREES MAY NEED TO BE
REMOVED THAT ARE OUTSIDE OF THE
SURVEY BOUNDARY. CONTRACTOR IS TO
FLAG ALL TREES TO BE REMOVED PRIOR TO
THE PRE -CONSTRUCTION MEETING FOR
APPROVAL BY THE CITY.
10 5 0 10,
DATE: MAR 2022
HAZEN NO.: 31 1 87-003
CONTRACT NO.:
DRAWING
NUMBER:
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039119
Digitally s
by Kerry Br , f r A.
Date:
2022-0125
11:04:34-04'00'
PLAN
SCALE: 1" = 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
NOTES:
1. AREAS WITHIN LIMITS OF DISTURBANCE ON
PRIVATE PROPERTY REQUIRE A TEMPORARY
CONSTRUCTION EASEMENT.
2, TREES WITHIN LIMITS OF DISTURBANCE THAT
ARE NOT SHOWN FOR REMOVAL SHALL BE
PROTECTED AS SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLANS, SEE SHEETS C9
THROUGH C13.
3. CONTRACTOR SHALL NOT DISTURB AREAS
WITHIN THE LOD THAT ARE NOT REQUIRED FOR
CONSTRUCTION ACCESS OR BANK
STABILIZATION.
4. ADDITIONAL TREES MAY NEED TO BE REMOVED
THAT ARE OUTSIDE OF THE SURVEY BOUNDARY.
CONTRACTOR IS TO FLAG ALL TREES TO BE
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2022-03.25
11:05:58-04'00
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.' C-0381
GREENVILLE, NORTH CAROLI NA
CIVIL
GRADING PLAN
DATE: MAR 2022
DESIGNED BY: T. MARSHALL
HAZEN NO.: 31 87-003
DRAWN BY: S. KANE
CONTRACT NO.:
CEDAR LANE STREAM BANK
STABILIZATION
CHECKED BY T. SCHUELER
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PROJECT K. BRAY
ENGINEER:
DESIGNED BY: T. MARSHALL
DRAWN BY: S. KANE 100% DESIGN
DO NOT USE
CHECKED BY: T. SCHUELER FOR CONSTRUCTION
IF THIS BAR DOES NOT 0 112" 1"
MEASURE 1" THEN DRAWING IS
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Kerry Bray , r r A.
Date: 2022,03.25
11:06:25-04'00'
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
30
-0+80
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
NOTES:
1. SECTIONS A THROUGH CARE LOOKING
DOWNSTREAM. SECTION D IS FACING UPSTREAM.
2. EX. TWIN 24" CMP NOT SHOWN FOR CLARITY.
EX STORM STRUCTURE --
RIM ELEV: 45.30
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11:07:44-04'00'
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH NORTH CAROLINA 27607
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LICENSE NO.: C-0381
GREENVILLE, NORTH CAROLINA
CIVIL
EROSION AND SEDIMENT CONTROL PLAN
DATE: MAR 2022
DESIGNED BY: T. MARSHALL
HAZEN No.: 31187-003
DRAWN BY: S. KANE
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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
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LICENSE NO.: C-0381
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ARE OUTSIDE OF THE SURVEY BOUNDARY.
CONTRACTOR IS TO FLAG ALL TREES TO BE REMOVED
PRIOR TO THE PRE -CONSTRUCTION MEETING FOR
APPROVAL BY THE CITY.
4. LOADING AND UNLOADING ZONE SHALL NOT BE USED
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THIS ACCESS DRAWING IS NO LONGER
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PROJECT K. BRAY
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100°Ia DESIGN � Q4 �..
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Kerry Bray A.
2022-03-25
11.08:44-04'00'
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGHNORTH CAROLINA 27607
,Date:
LICENSE NO.- C-0381
GREENVILLE, NORTH CAROLINA
CIVIL
EROSION AND SEDIMENT CONTROL PLAN
DATE: MAR 202�
DESIGNED BY: T. MARSHALL
HAZEN NO.: 31187-003
DRAWN BY S. KANE
CONTRACT NO. :
CEDAR LANE STREAM BANK
STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
C 13
IF THIS BAR DOES NOT
MEASURE 1"THEN DRAWING IS 0 1/2" 1"
NOT TO FULL SCALE
REV
ISSUED FOR
DATE
BY

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THOMRS E A D CHRISTINE DRESCHER FORMERLY NOTES.
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IF THIS BAR DOES NOT 0 112" 1"
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REV ISSUED FOR DATE BY NOT TO FULL SCALE
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DO NOT USE
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Date: 2022.. 5
11:09:17-04'00'
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SCALE: 1" = 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
NOW OR FORMERLY
BRETT L. STONE AND
SAMANTHA J. STONE
DB 2918 PG 368
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DATE: MAR 2022
HAZEN NO.: 31187-003
CONTRACT NO.:
DRAWING
NUMBER:
M1 nA

NOTES:
1. FOR PLANTING SEQUENCE OF CONSTRUCTION,
GENERAL PLANTING NOTES AND DETAILED
PLANTING GUIDANCE, SEE SHEETS D6 AND ❑7.
2. CONTRACTOR TO SEED LAWN AREAS UNLESS
SOD EXISTS. FOR DISTURBED SOD AREA,
CONTRACTOR TO REPLACE SOD IN LIKE KIND.
3. PLANTING AND SEEDING AREAS LISTED
HEREON REPRESENT THE TOTAL OF ALL
LANDSCAPING AREAS REPRESENTED ON
SHEETS C14 THROUGH C18.
PLANTING LEGEND
f + + + + + + + LIVE STAKE PLANTING
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PROJECT K. BRAY DATE: MAR 2022
ENGINEER:
DESIGNED BY: T. MARSHALL CARf, GREENVILLE, NORTH CAROLINA
HAZEN No.. 311$7-003
100% DESIGN � �¢pF�-S51p�9r�.�
DRAWN BY B. THARRINGTON SEAL CIVIL CONTRACT NO.:
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N�I��E� ER DRAWING
NUMBER:
IF THIS BAR DOES NOT Digitally signed b ��,�, 4011 WESTCHASE BOULEVARD, SUITE 500 C E OAR LANE STREAM BANK
MEASURE 1"THEN DRAWING IS Q 112' 1" Kerry Bray A. RALEIGH, NORTH CAROLINA 27607 STABILIZATION
Date: 2022.03.25 C 1 5
REV ISSUED FOR DATE BY NOT TO FULL SCALE 11:09:55-04'00' LICENSE NO.: C-0381

PERMANENT DRAINAGE EASEMENT
I
NOW OR FORMERLY
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TYLER J. KROMENHOEK
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LIMITS OF DISTURBANCE AND DB 3652 PG 422 DB 0000 PG 000 � /`
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IL BORING
NOW OR FORMERLY
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NO DEED FOUND
PARCEL#:07142
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F + + +
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ENGINEER:
o��N CAROCi
100% DESIGN 5EAL9�
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Digitally signed Ce,pRr Q�
by Kerry Bray A,
Date: 2022-03-25
11 : 10:53-04'00'
_
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LiCENSE NO.: C-0381
GREENVILLE, NORTH CAROLI NA
CIVIL
PLANTING PLAN
DATE: MAR 2022
DESIGNED BY: T. MARSHALL
HAZEN NO.: 31187-003
DRAWN BY: B. THARRINGTON
CONTRACT NO.. -
CEDAR LANE STREAM BANK
STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER;
C 1 6
IF THIS BAR DOES NOT
MEASURE 1"THEN DRAWING IS 0 112 1
NOT TO FULL SCALE
REV
ISSUED FOR
DATE
BY

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PROJECT K. BRAY
ENGINEER:
DESIGNED BY: T. MARSHALL
DRAWN BY: B. THARRINGTON
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT C 112" 1"
MEASURE 1" THEN DRAWING IS
REV ISSUED FOR DATE BY NOT TO FULL SCALE
N CAR011
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100% DESIGN e�5EAL9�
DO NOT USE p39119
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Digitally signed fey
Kerry Bray
Date: 2022.03.25
11:11:18-04'00'
PLAN
SCALE: 1" = 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
-An, CCVAICD CACGAACAIT i
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
THIS ACCESS DRAWING IS NO LONGER
VALID DUE TO PROPERTY OWNER
NEGOTIATED CHANGES. REFER TO SHEET
C4, C7, C12, OR C17 (AS APPLICABLE)
WITH THE - TEG SUFFIX FOR
REPLACEMENT DRAINING.
NOTES:
1. FOR PLANTING SEQUENCE OF CONSTRUCTION,
GENERAL PLANTING NOTES AND DETAILED
PLANTING GUIDANCE, SEE SHEETS D6 AND D7.
2- CONTRACTOR TO SEED LAWN AREAS UNLESS
SOD EXISTS. FOR DISTURBED SOD AREA,
CONTRACTOR TO REPLACE SOD IN LIKE KIND.
3. PLANTING AND SEEDING AREAS LISTED
HEREON REPRESENT THE TOTAL OF ALL
LANDSCAPING AREAS REPRESENTED ON
SHEETS C14 THROUGH C18.
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PLANTING LEGEND
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DATE: MAR 2022
HAZEN NO.: 31187-003
CIVIL CONTRACT NO.:
PLANTING PLAN DRAWING
NUMBER:
C17

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ENGINEER:
DESIGNED BY; T. MARSHALL
DRAWN BY: B. THARRINGTON 100% DESIGN
DO NOT USE
CHECKED BY: T. SCHUELER I FOR CONSTRUCTION
IF THIS BAR DOES NOT 0 112" 1"
MEASURE 1" THEN DRAWING IS
REV ISSUED FOR DATE gY NOT TO FULL SCALE
CAR
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Digitally signeKerry Bray
Date: 2022.03.25
11:11 A9-04'00'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
JAYCEE PARK
NOW OR FORMERLY
CITY OF GREENVILLE
NO DEED FOUND
PARCEL#:07142
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
CIVIL
PLANTING PLAN
NOTES:
1. FOR PLANTING SEQUENCE OF CONSTRUCTION,
GENERAL PLANTING NOTES AND DETAILED
PLANTING GUIDANCE, SEE SHEETS D6 AND D7.
2. CONTRACTOR TO SEED LAWN AREAS UNLESS
SOD EXISTS. FOR DISTURBED SOD AREA,
CONTRACTOR TO REPLACE SOD IN LIKE KIND.
3. PLANTING AND SEEDING AREAS LISTED
HEREON REPRESENT THE TOTAL OF ALL
LANDSCAPING AREAS REPRESENTED ON
SHEETS C14 THROUGH C18.
PLANTING LEGEND
r LIVE STAKE PLANTING
I+ + + +� AND STREAMSIDE
f + + +
+ + + + + + + 1 SEEDING ZONE (6,246 SF)
0 �r0 v 01
0 o O o O' STREAMSIDE SEEDING
Io O a C 0; ZONE (10,315 SF)
L 0�
T - T
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AND RIPARIAN SEEDING
Jl��� J ZONE (16,478 SF)
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I I
' W W ' GRASS SEEDING ZONE
I W W I
W ; (30,757 SF)
L---_---
30 15 0 30,
ill =30'
DATE: MAR 2022
HAZEN NO.: 31187-003
CONTRACT NO.:
DRAWING
NUMBER:
C18

N
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W
i
REV
09/70/2011 — 10:56:17 AM
SEDIMENTATION AND EROSION CONTROL
EROSION CONTROL GUIDE
ANY EROSION CONTROL DEVICES OR METHODS SHALL BE IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF NATURAL RESOURCES - EROSION AND SEDIMENTATION CONTROL
PANNING AND DESIGN MANUAL AND ALL AMENDMENTS. THE EROSION CONTROL DEVICES AND
METHODS THAT FOLLOW ARE SUPPLEMENTAL TO THE STATE MANUAL- OTHER DEVICES & METHODS
NOT INCLUDED IN THE STATE MANUAL, MAY BE SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL.
EROSION CONTROL NOTES:
1. Scheduling of a preconstruction conference with the Engineering ❑ivision is required prior to initiating land
disturbing activities. For scheduling please call j252j 329-4467. A 24-hour notice is required. No person may
initiate a land disturbing activity before notifying the City of the date of the land disturbing activity.
2. No land disturbing activity beyond that required to install appropriate erosion control may proceed until erosion
control measures are inspected and approved by the City.
3. Seeding and mulching or otherwise providing ground cover devices or structures sufficient to restrain erosion for
all exposed slopes is required within 21 working days of completing any phase of grading.
4. Contractor shall inspect and maintain all erosion control devices on a weekly basis and after each major storm
event. Failure to maintain erasion control devices may result in an issuance of stop work order or civil penalties
up to $5,000 per day of violation. Sites utilizing sediment traps must also specify a maximum depth of sediment
prior to clean out.
5- The City Engineer reserves the right to require additional erosion control measures should the plan or its
implementation prove to be inadequate.
6. Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations and rules. In addition, local City and County ordinances or rules may also apply to this land
disturbing activity- Approval by the City does not supersede any other permit or approval.
A. Please be advised of the rules to protect and maintain existing buffers along watercourses in the Neuse and
Tar River basins. These rules are enforced by the Division of Water Quality {DWQ}. Direct any questions
about the applicability of these rules to your project to the regional water quality supervisor, Washington
Regional Office at [phone].
PUBLIC DEPARTMENTWOatty RKS
eSCITY O F GREENVILLE , N.C. �n+nv-greenvi:lenc.gov N1 91D16111 AP RrOVVAAL
Greenville, North Carolina 27$34 USE WITH THE CITY aF GREENVILL E, N.C-STANDARD SPECIFICATIONSONLY
EROSION CONTROL GUIDE Scale: Sheet#: 10.#
not to sCaIS � of 3 310.01
ml�
11111001
14
9 0
ii
I I
�I V
In `'`r1l
L 1 J L Y J
8'-0" MAX
ISSUED FOR
— STEEL POST
TOP STRAND
STAY WIRES
W
GALV WIRE FABRIC
AND SILT FENCE
MATERIAL. BURY TOE
OF MATERIAL FABRIC A
MIN OF 8"
BOTTOM STRAND
GRADE LINE - - ,
SEEDING AND MULCHING:
09/20/2011 -- 10:55:28 Ah4
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be stated
below. During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in
pounds per acre.
All Roadway Areas
March 1 - August 31
September
1 - February 28
50#
Tall Fescue
50#
Tall Fescue
10-4
Centipede
10#
Centipede
25#
Bermudagrass (hulled)
35#
Bermudagrass (hulled)
500#
Fertilizer
500#
Fertilizer
4000#
Limestone
4000#
Limestone
Water and Sorrow Locations
On cut and fill slopes 2:1 or steeper Centipede shall be applied at a rate of 5 pounds per acre and add 20# of
Sericea Lespedeza from January 1 - December 21.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2 ratio is
maintained and the rate of application adjusted to provide the same amount of plant food as a 10-20-20 analysis
and as directed.
All areas seeded and mulched shall be tacked with asphalt. Crimping of straw in lieu of asphalt tack shall not be
allowed on projects.
CRIMPING STRAW MULCH:
Crimping shall be required on projects adjacent to any section of roadway where traffic is to be maintained or
allowed during construction. In areas within six feet of the edge of pavement, straw is to be appiied and then
crimped. After the crimping operation is complete, an additional application of straw shall be applied and
immediately tacked with a sufficient amount of undiluted emulsified asphalt.
March 1 - August 31
September 1 - February 28
75#
Tall Fescue
75# Tall Fescue
Straw mulch shall be sufficient length and quality to withstand the crimping operation.
25#
Bermudagrass (hulled)
35# Bermudagrass
(hulled)
500#
Fertilizer
5004 Fertilizer
Crimping equipment including power source shall be subject to the approval of the Engineer providing that
4000#
Limestone
4000# Limestone
maximum spacing of crimper blades shall not exceed 8".
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only
upon Engineer's request.
Approved
Tall Fescue Cultivars
2nd Millennium
Chipper
Focus Masterpiece
Quest
Titan Ltd.
Avenger
Coronado
Grande Il Matador
Rebel Exeda
Titanium
Barlexas
Coyote
Greenkeeper Matador GT
Rebel Sentry
Tomohawk
Barlexas If
Davinci
Greystone Millennium
Regiment 14
Tacer
Barrera
Dynasty
Inferno Montauk
Rembrandt
Trooper
Barrington
Dominion
Justice Mustang 3
Rendition
Turbo
Biltmore
Duster
Jaguar 3 Olympic Gold
Scorpion
Ultimate
Bingo
Endeavor
Kalahari Padre
Shelby
Watchdog
Bravo
Escalade
Kentucky 31 Paraiso
Signia
Wolfpack
Cayenne
Falcon II, III, IV & V
Kitty Hawk Picasso
Silverstar
Chapel Hill
Fidelity
Kitty Hawk 2000 Piedmont
Southern Choice II
Chesapeake
Finesse II
Lexington Pure Gold
Stetson
Constitution
Firebird
Magellan Prospect
Tarheel
PDate Descrlpdw
UBLIC WOKeatty St Sel]EPARTMENT CITY G F GREENVILLE , N.C. mow-greenvillenc-gov 10. 9/is/11 APP VAL
Greenville, North Carolina 27834 USE WITH THE CITY aF [;REENVILLE. N-C. STANDARD SPECIFICATIONS ONLY
EROSION CONTROL GUIDE 5`s` Sheet* Dfftallg not to scale 2 or 3 1 310.01
50'-0" MIN
0 aaRa Z
4
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LL
SILT FENCE
PLAN
ELEVATION SECTION
SILT FENCE SILT FENCE
NOTE:
1. EXTRA STRENGTH SILT FENCE MATERIAL (AS APPROVED BY
ENGINEER) WITH 6-0" POST SPACING DOES NOT REQUIRE MESH
SUPPORT FENCE.
2. SILT FENCE MATERIAL SHALL BE WIRED DIRECTLY TO POST.
SILT FENCE DETAIL
DATE I BY
NTS
PROJECT K. BRAY
ENGINEER.
DESIGNED BY: T. MARSHALL
DRAWN BY: S. KANE
CHECKED BY: T- SCHUELER
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2
00 J
v z
N �
EXISTING
ROADWAY
=Z
I111=
¢�N 0AR0,
�4 �oF �.SS/C�
100% DESIGN SEAL
�'��
9�
DO NOT USE
FOR CONSTRUCTION 09119
`�NG1
Digitally
signed by "/P. Y A
Date. 2022.03.25
11:12 21-04'00'
35'-0" MIN
NOTES
1. 'SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2 IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES OF
THE VEHICLE MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
THE CONSTRUCTION ENTRANCE EXTENDED-
3. MAINTENANCE: ADD ADDITIONAL STONE AND
"FLUFF" TOP DRESSING WITH 2" STONE-
16-0" M I N
''� 11114 ''I� =11II =trill
TYPE II SEPARATOR GEOTEXTILE �=
CROSS SECTION
NEW CONSTRUCTION
- Z
=IIVI' � �
SEE N.C. DENR EROSION AND SEDIMENT CONTROL
PLANNING and DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES: PLANNING
CONSIDERATION & DESIGN CRITERIA.
GRAVEL CONSTRUCTION ENTRANCE DETAIL
NTS
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
PUBLIC WORKS DEPARTMENT 1500 Beatty Street CITY OF GREENVILLE7 N.C.
r Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILL E, N.C. STANDARD SPECIFICATIONS ONLY
EROSION CONTROL GUIDE
12" MIN LONGITUDINAL
OVERLAP - -- - -
TURF REINFORCEMENT MAT
(TRM) OR ROLLED EROSION
CONTROL MAT (RECM), TYP
PERMANENT DITCH
AT TOE OF SLOPE
EXISTING GROUND
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
ZZ
NOTES: W
1. TRM OR RECM SHALL BE STAPLED TO SLOPE AS
SPECIFIED BY MANUFACTURER.
2. PREPARE. SEED AND FERTILZE SLOPE
IMMEDIATELY PRIOR TO MAT INSTALLATION.
SLOPE MATTING DETAIL
NTS
201201 1 — 12: IT 56 PM
wWw.greenViflenC.g6V No, Dale ❑escriptan
1 9116111 APPROVAL
Scale: Sheer#: Detall#
not to sc81e 3 or 3 310.01
--- TOP OF SLOPE
(WITH DIVERSION
ABOVE IF NECESSARY)
12" MIN
W
ZZ
r
w=
T MIN OVERLAP
BETWEEN ROLLS
DATE.
HAZEN NO.:
DETAILS
EROSION AND SEDIMENT CONTROL CONTRACT NO.:
DETAILS DRAWING
NUMBER:
MA� 31187-003
D1

APPROVED
DEWATERING
DEVICE -- -
PLAN VIEW
DISCHARGE
HOSE — DEWATERING
PUMP
p
STABLE VELOCITY �_ P A A
DISSIPATOR�`
SECTION A -A
STREAM
DIVERSION
PUMPS
INTAKE HOSE IMPERVIOUS
SHEETING —�
i
4 Ff DEPTH
r i } WORK AREA
FLOW �
- ] f 1 --SEJMP-HOLE OR
l �.k— POOL (12" TO
— INTAKE HOSE f 18" DEEP 2' CROSS SECTION OF SANDBAG DIKE
CLEAN WATER FLOW DIA.)
DIKE
DISTURBED AREA 1
SEDIMENT � SANDBAG
DIKE LENGTH NOT TO EXCEED DIVERSION
THAT WHICH CAN BE
STABILIZED IN ONE DAY
DESCRIPTION:
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER WORK AREA.
NOTES:
1. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
POSSIBLE.
2. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE
STABILIZED AND THE PUMP AROUND REMOVED.
3. SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND CLEAN STREAM FLOW SHOULD BE PUMPED AROUND THE WORK AREA.
THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
4. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. THE
MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE WORK AREA.
S. FOR STREAMWORK REPAIR PROJECTS LONGER THAN 400 LINEAR FEET, MULTIPLE WORK AREAS SHALL BE ESTABLISHED IN SUCCESION. ONCE AN AREA IS COMPLETED AND
STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE ESTABLISHED FROM THE OLD SEDIMENT
DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE REMOVED.
6. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE ACCOMPLISHED
BY LOCATING A SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS
WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND.
PUMP AROUND DETAIL
NTS
12`-0" MAX
r CTR SUPPORT
■ POST
0
GRADE
ELEVATION
STAND POST, Twm
CTR SUPPOR
STAND BASE
PLAN
STAND DETAIL
TOP RAIL
2-114" CHAIN LINK FABRIC
FABRIC TIE, TYP
FENCE POST, TYP
BOTTOM RAIL
STAND,TYP
SIDE ELEVATION
NOTES-
1 . CONTRACTOR SHALL PROVIDE, AT A MINIMUM,
TEMPORARY FENCE WITH {DIMENSIONS AND
APPURTENANCES AS SHOWN.
2. ALL OTHER DIMENSIONS, MATERIAL SIZES, MATERIAL
TYPES, ACCESSORIES, ETC PER MANUFACTURER.
3. TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL
CONCLUSION OF CONSTRUCTION.
TEMPORARY CHAIN LINK_FENCE DETAIL
NTS
A
��` POST
=N WIRE FABRIC
NING SIGN
SIDE VIEW
Icmm's
TREE PROTECTION AREA
DO NOT ENTER
MIN 10 GAUGE
LINE WIRES
11
CONSTRUCTION SPECIFICATIONS
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOO COMPOST, WOODCHIPS, SAND, OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A
STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.
66
DGC°d°6 pV°°pdG ¢p�d[Sp°�❑.Ld°°❑qp°cd Avd d❑❑OOd�d❑ ❑
it,
P `�_T_° °� ° ;°eoo°
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
p$Op pv ��;°_'
—� —
_ ___°�
'—
WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
pvv G❑ p¢p +
{ as
RATE.
❑6 ne°°v° ❑va .. '
1 °o
FLOW
b�
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR
FILTER BAG j Qoa
,
AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
v,°4 p❑°gamd¢q t
°�
�`
FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
°vn°A°ep°°°p❑° s
t °
a
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
do pov oyGo� t
{
REMOVAL OF THE DEVICE.
° v dc°vpvav
°Cd°pv nd°❑o rt— — — — — — — — —
- ^T- - — — —
q a
d
°°Qdav°°�❑�❑°Dao°p°p❑°p n❑ao°
GO°Q❑
5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE
a❑6�°R�G4❑�❑o❑o°
41
6QA
SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE
PUMP DISCHARGE
I 12 IN MIN.
MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL
HOSE
MULCH, LEAF/WOOD COMPOST,
VALUES (MARV) FOR THE FOLLOWING;
PLAN VIEW
--WOODCHIPS, SAND, OR STRAW
�'
GRAB TENSILE 250 LB ASTM D--4632
BALES
STRAP
PUNCTURE 150 LB ASTM D-4833
SLOPE
FLOW RATE 70 GAL/MIN/FT2 ASTM D-4491
FLOW
5/ MAX.
PERMITTIVITY (SEC 1.2 SEC ASTM D--4491
mom
UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D--4355
°Oo� �$ °p4 °�ao� a°°G�e�°° p Q dy° p PpG °� pr p d ❑ ''❑G°°❑ap° °❑ °pG d°n ❑Op6 6�
°
APPARENT OPENING SIZE (AOS) 0.15--0.18 MM ASTM D-4751
SEAM STRENGTH 9070 ASTM D-4632
ELEVATION
FILTER BAG
8 IN MIN,
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
DISPLACED.
FILTER BAG
DETAIL
NTS
8'-0" MAX
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
WIRE TIES
1
1 I T �- _-
EX TREE TRUNK
TREE PROTECTION AREA
>000001
Kx><xxAMIN
12 112 GAUGE MIN 112 IN DIA FIBER/NYLON
DO NOT ENTER
i INTERMEDIATE ROPE OR STEEL
STRAPPING
2 IN X 4 IN X 10 FT (MIN) WOOD BOARDS
—
>offloo<>
i AROUND WOOD
WIRES . TYP
BOARDS. TYP -
i MAX 3 IN SPACING BETWEEN BOARDS
_
ORANGE PLASTIC TREE PROTECTION FENCE
GRADE
5 FT MIN FROM TRUNK OR AS SHOWN ON PLANS
A f
1 A SEE SEPARATE TREE PROTECTION FENCE DETAIL
III=11I11 11111=IIIIIIIIIJ=IIIIf=IIIII=JIIJIlllll=UIII=llifl =llill=k111111111=11111=11111 =1IIfl
p
IITIIIIIII�II
MIN
- ORANGE, UV RESISTANT
11111
HIGH -TENSILE STRENGTH
— NATURAL.
POLY -BARRICADE FABRIC, TYP
—
Illli=
IIIII GROUND
FRONT VIEW
NOTE: FOR TREE PROTECTION ONLY
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED
AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6, MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
WARNING SIGN DETAIL
TREE PROTECTION FENCE (TPF) DETAIL
NTS
ELEVATION NOTES
2 IN X 4 IN X 10 FT (MIN) WOOD BOARDS 1. PLACE 2 IN X 4 IN X 10 FT(MIN)WOOD BOARDS COMPLETELY
MAX 3 IN SPACING BETWEEN BOARDS ADn"MD MAIN TRUNK TO PROTECT TRUNK FROM CONSTRUCTION
ACTIVITIES.
2. SECURE WITH 112 IN DIAMETER ROPE (FIBER OR NYLON) OR STEEL.
EX TREE TRUNK STRAPPING.
3. ROPE/STEEL STRAPPING AND PLASTIC CONSTRUCTION FENCE
MIN 112 IN DIA FIBER/NYLON SHALL NOT COME IN DIRECT CONTACT WITH TREE TRUNK.
ROPE OR STEEL STRAPPING BOARDS SHALL NOT BE NAILED TO TREE TRUNK.
AROUND WOOD BOARDS. TYP —�
4. INSTALL HIGHLY VISIBLE ORANGE PLASTIC FENCE 5 FT MIN FROM
SECTION A -A THE TRUNK WHERE SILT FENCE IS NOT SPECIFIED, OR AS SHOWN
ON CONTRACT DOCUMENTS. SEE TREE PROTECTION FENCE
DETAIL.
5. PRACTICE SHALL BE MAINTAINED BY CONTRACTOR DURING
ENTIRETY OF CONSTRUCTION AND MAY ONLY BE REMOVED WITH
SEDIMENT CONTROL INSPECTOR'S WRITTEN PERMISSION.
TREE PROTECTION PLANKING (TPP) DETAIL
NTS
PROJECT K. BRAY DATE: MAR 2022
ENGINEER:
DESIGNED BY: T. MARSHALL
�N CARo GREENVI LLE, NORTH CAROLI NA
E5S1�fHAZEN NO.. 3'�'{ $%-Q03
.�p�y ��'-� D ETA f LS
DRAWN BY: S. KANE 100% DESIGN Ha en
DO NOT USE e SEAL r EROSION AND SEDIMENT CONTROL CONTRACT NO.
CHECKED BY- T- SCHUELER FOR CONSTRUCTION D39i19
FNG+NE� HAZEN AND SAWYER CEDAR LANE STREAMBANK DETAILS DRAWING
IF THIS BAR DOES NOT " " D[git lly signed by ��RY �� 4011 WESTCHASE BOULEVARD, SUITE 500
0 112TNUMBER
MEASURE 1" THEN DRAWING IS Date:2022.03-25 A. RALEIGH NORTH CAROLIIVA 27607 STABILIZATION D�
REV ISSUED FOR DATE By NOT TO FULL SCALE 11.12:66-04'00' LICENSE NO.: C-038

7'
i
FILL KEY TRENCH WITH TOPSOIL AND COMPACT
EDGE OF FABRIC
4-INCHES MIN. FROM STAKE FABRIC TO 5
WOODEN STAKE BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L-F.
WOODEN STAKE
KEY TRENCH ❑ETAIL
OVERLAP SECTION B
1
GV
i
SAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT STAKES.
TYPICAL DETAIL
STAKE
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 1'
(SEE OVERLAP DETAIL)�l
a a o n
i
STAKES
THROUGH BOTH
KEY -IN VERTICAL ' FABRIC LAYERS
to 0
EDGE AT UPSTREAM STAKES
BOUNDARY LIMITS THROUGH
ANGLE
TOP OF BANK
FORMS WILL BE
LAPPED IN AN
UPSTREAM TO
DOWNSTREAM
STAKES ON 3'
CENTERS, TYP
WOVEN COIR FABRIC
EDGE OF FABRIC�`*`
4-INCHES MIN. FROM STAKE FABRIC TO
WOODEN STAKE BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE T
TRANSITION TRENCH DETAIL
UPSTREAM FABRIC
LAYER LAPS OVER
TOP
UPSTREAM FABRIC
_ OVERLAPS
DOWNSTREAM F
FABRIC IT
DOWNSTREAM FABRIC
FLOW LAYER LAPS UNDER
STAKE THROUGH
BOTTOM FABRIC 1..
-- STAKE THROUGH BOTH FABRIC
LAYER LAYERS
OVERLAP SECTION A
BOTTOM o a c o a o o
FABRIC e o o a ja o o a s
LAYER
+ SEE TRANSITION
A A TRENCH DETAIL
o a
I DOWNSTREAM FABRIC
FLOW �y UPSTREAM FABRIC PLAN VIEV1!
COIR FIBER MAT
6" MIN. **
BANKFULL
24" WOOD STAKE (EXPOSED
PORTION TO FACE UPSTREAM)
BASE FLOW
TIE-IN MATTING
(12" MIN)
1�
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR TO
USE AND MUST BE ADAPTED
TO THE SPECIFIC SITE.
GENERAL NOTES
1. COCONUT EROSION CONTROL BLANKET SHALL BE 'ROLANKA
BIO-D 70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS
WATER VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC
EMBEDMENT 3.0 FT.
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION
CONTROL PRODUCTS (RECP), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER AND SEED.
3, BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4. OVERLAP EDGES OF AD3ACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
❑VERLAPPING THE TOP OF THE LOWER ROLL.
5. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT
6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED
WHERE MATTING IS CUT TO INSTALL PLANTINGS.
6, LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH,
7. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3)
24-INCH WOOD STAKES PER SQUARE YARD AND FOR SLOPES
FLATTER THAN 2:1 USE A MINIMUM OF (2) 24-INCH WOOD
STAKES PER SQUARE YARD. PROVIDE ADDITIONAL STAKING
ALONG CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF
SLOPE.
8. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2"-4") FACES UPSTREAM.
9. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
* 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
\\f 7COIR
EXISTING GROUND ** 11. EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
PROPOSE❑ SLOPE
MAT TO OVERLAY STRAW, SEED AND 4 INCHES OF TOP SOIL
SEE KEY TRENCH
DETAIL
TOP OF BANK
TOE OF SLOPE
12"
KEY -IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
- BACKFILL AND TRANSITION
INTO STREAMBANK
1-FT MIN
TRIANGULAR
WOOD STAKE
COIR FIBER MATTING DETAIL
NTS
PROJECT K. BRAY
ENGINEER:
❑��N CARp��
pF ESS�p�� ��
100% DESIGN SEAL9�
❑O NOT USE
FOR CONSTRUCTION 639119
eAIGI N - -�
Digitally signed by �Ry, �Q
Kerry Bray A,
Date:
1 13 26-04'00'
DESIGNED BY: T. MARSHALL
DRAWN BY. S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS 0 112 1"
NOT TO FULL SCALE
REV
ISSUED FOR
DATE
BY
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO., C-0381
F
RIPRAP OUTLET
PROTECTION #
DO (FT)
L {FT}
W9 (FT)
W2 (FT)
T (FT)
D50 (IN)
STONE CLASS
1
1.5
245
4.5
11-5
1.5
IG
CLASS
2
2.0
24
6
12A
1.5
1D
CLASS I
PERSPECTIVE VIEW
1� w
L
i r r � n ��rnnn i vn
SECTION A -A GEOTEXTILE
L
PROTECTIVE
-77
SIDE WALLS
n
W2
MAINTENANCE REQUIREMENTS:
1, INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER
SIGNIFICANT (112 OR GREATER) RAINFALL EVENT TO SEE IF
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE -
CONSTRUCTION SPECIFICATIONS:
1- COMPACT ANY FILL REQUIRED FOR SUBGRADE TO DENSITY OF
SURROUNDING MATERIAL. LOW AREAS iN SUBGRADE MAY BE
FILLED BY INCREASING RIPRAP THICKNESS-
2. FILTER CLOTH CONNECTION J01NTS SHOULD OVERLAP SO THAT
TOP LAYER IS ABOVE DOWNSTREAM LAYER A MINIMUM OF 1
FOOT. ANY DAMAGED FILTER CLOTH SHOULD BE REPLACED
WITH NEW-
3- RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO
AVOID DAMAGING THE FILTER CLOTH-
4. MAKE THE TOP OF RIPRAP AT DOWNSTREAM END LEVEL WITH
RECEIVING AREA OR SLIGHTLY BELOW.
5, ENSURE APRON IS PROPERLY ALIGNED WITH RECEIVING PIPE
AND PREFERABLY STRAIGHT THROUGHOUT LENGTH.
6- IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL
DISTURBED AREAS WITH VEGETATION -
RIPRAP CUTLET PROTECTION
NTS
r
SECURE
r i• ANCHOR
POINT
SAFETY CHAIN
+50
' MINIMUM D15T f
f - ---� ANCE
w — MUM D'SrANcE
ROAD SURFACE FLOW DIVERTED
NOTES: DIVERTED BY SWALE, TYP
1 . FOR BRIDGE REQUIREMENTS- SEE SPECIFICATIONS -
TEMPORARY ACCESS BRIDGE
VEHICLE TRAFFIC
NTS
GREENVILLE, NORTH CAROLI NA
CEDAR LANE STREAMBANK
STABILIZATION
CURB OPENING
WITHOUT GRATE
OVERFLOW GAP
AGGREGATE '-: •_.
POUCH �..
NOTES:
MANHOLE
CURB FILTER
GUTTERGATOR 0 BY
ACF ENVIRONMENTAL
OR APPROVED EQUAL
1. INSTALL CURB FILTERS AT ALL INLETS WITHOUT GRATES TO KEEP SILT, SEDIMENT AND
CONSTRUCTION DEBRIS OUT OF THE STORM SYSTEM
2. THE CURB FILTER SHALL BE DANDY CURB AS MANUFACTURED BY DANDY PRODUCTS INC-, OR
EQUAL- SUBMIT SHOP A SHOP DRAWING FOR THE CURB FILTERS.
3- THE CURB FILTER SHALL FORM OF A CYLINDRICAL TUBE PLACED IN FRONT OF AND EXTENDING
BEYOND THE INLET OPENING ON BOTH SIDES-
4. THE. CURB FILTER SHALL HAVE A POUCH ON THE STREET SIDE OF THE UNIT FOR STONE
AGGREGATE TO HOLD THE FILTER IN PLACE.
5. THE CURB FILTER SHALL BE CONSTRUCTED OF A HIGH VISIBILITY ORANGE MONOFILAMENT
FABRIC.
6, FILL POUCH WITH #57 STONE AGGREGATE TO A LEVEL (AT LEAST HALF -FULL) THAT WILL KEEP
UNIT IN PLACE DURING A RAIN EVENT AND CREATE A SEAL BETWEEN THE CURB FILTER AND THE
SURFACE OF THE STREET-
7. CENTER THE UNIT AGAINST CURB OR MEDIAN INLET OPENING SO THAT THE CURB SIDE OF THE
UNIT CREATES A SEAL WITH THE CURB OR MEDIAN BARRIER AND INLET STRUCTURE. THERE WILL
BE APPROXIMATELY TWELVE (12) 1NCHES OF THE INLET PROTECTION UNIT OVERHANGING ON
EACH SIDE OF THE OPENING-
8. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE
AND VICINITY OF UNIT AFTER EACH RAIN EVENT.
CURB INLET PROTECTION
C-31-0414
DETAILS
EROSION AND SEDIMENT CONTROL
DETAILS
DATE: MAR 2022
HAZEN NO-:31187-003
CONTRACT NO..
DRAWING
NUMBER.
D-I

SEEDED FILTREXXS GROSOXX TM
SEE NOTE 5
FLW 35 GEOGRID WRAPPED AROUND 8-IN DIA
FILTREXX@) GROSOXXTm FASCIA
LIVE STAKES,
SEE NOTE 5 AND SEPARATE DETAIL
SLOPE VARIES, SEE DETAIL TABLE F_
FILTREXX BOTTOM ELEV
STREAM BED ELEV
FILTREXX BANK TOE ROCKSOXX
(NO #57 STONE WRAPPED IN FABRIC)
8-IN BURIED ROCKSOXX FOOTER DEPTH
NOTES:
1. ALL MATERIAL TO MEET FILTREXX@) SPECIFICATIONS OR APPROVED EQUIVALENT,
2. GROSOXXTm FILL TO MEET APPLICATION REQUIREMENTS.
3. ALL GROSOXXIm TO BE SEEDED PER PLANTING PLAN AND SPECIFICATIONS.
4. BACKFILL TO BE PLACED PER ENGINEER'S REQUIREMENTS.
5. GEOGRID STRENGTH, LENGTH AND VERTICAL SPACING TO BE DETERMINED BY ENGINEER.
GEOGRID - NO STRANDS ARE TO BE CUT DURING PLANTING, ETC. WE RECOMMEND
BI-DIRECTIONAL STRENGTH FOR CONSTRUCTION EASE.
6. NATIVE AND DRAINAGE BACKFILL TO BE SEPARATED BY NON -WOVEN FILTER FABRIC.
FILTREXX
TOP ELEV
iFT
EXISTING GRADE
FILTREXX - GREENLOXX OR APPROVED EQUIVALENT VSF REINFORCED SLOPE STABILIZATION DETAIL
SEEDED FILTREXX SLOPE PROTECTION, 2"
BATTER SET BY
STEPPING BACK -
ROWS
FLW 35 (OR APPROVED GRID BY ENGINEER)
GEOGRID REINFORCEMENT WRAPPED
AROUND FILTREXX GROSOXX FASCIA
EMBEDMENT VARIES
(TO BE DETERMINED
BY ENGINEER)
FILTREXX GROSOXX (12"x2' TYP.)
MAY BE SEEDED OR LIVE
PLANTED (SEE NOTE 3 & 5)
OBTAIN STABLE WORKING PLATFORM
MEETING PROJECT PARAMETERS.
LOCATION AND DISCHARGE
NOTES: POINTS AS REQUIRED BY
1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. ENGINEER
2. GROSOXX FILL TO MEET APPLICATION REQUIREMENTS.
3. GROSOXX MAY BE PRE SEEDED, OR HYDROSEEDED PER SEEDING SPECIFICATIONS.
4. BACKFILL TO BE PLACED PER ENGINEER'S REQUIREMENTS.
5. GEOGRID STRENGTH, LENGTH, AND VERTICAL SPACING TO BE DETERMINE❑ BY ENGINEER. GEOGRID--NO STRANDS ARE TO BE CUT
DURING PLANTING, ETC. WE RECOMMEND BI-DIRECTIONAL STRENGTH FOR CONSTRUCTION EASE.
6. NATIVE AND DRAINAGE BACKFILL TO BE SEPARATED BY NON -WOVEN FILTER FABRIC.
7. MAXIMUM HEIGHT RECOMMENDED: 10 FEET EXPOSED HEIGHT.
APPROVED
GROWING MEDIUM
GEOGRID REINFORCEMENT
AS REQUIRE❑ BY DESIGN.
MINIMUM GEOGRID
REINFORCEMENT
LENGTH IS 0.6 TIMES
THE WALL HEIGHT.
TEMPORARY BACK CUT TO BE
APPROVED BY ON -SITE
GEOTECHNICAL ENGINEER
PRIOR TO CONSTRUCTION
4 OZ. NEEDLE PUNCHED
NONWOVEN FILTER FABRIC
ENCAPSULATING DRAINAGE
AGGREGATE
'/a" CLEAN DRAINAGE AGGREGATE
36" WIDE x 12" THICK MIN.
4" SLOTTED AND WRAPPED
PERFORATED PIPE. DRAIN
THROUGH WALL FACE AT LOW
POINT OF WALL AND AT
MAXIMUM 50FT O.0 INTERVALS.
THESE GRAPHIC REPRESENTATIONS ARE INTENDED FOR
PRELIMINARY DESIGN PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION WITHOUT THE SIGNATURE OF A
REGISTERE❑ PROFESSIONAL ENGINEER.
FILTREXX - GREENLOXX MSE OR APPROVED EQUIVALENT REINFORCED SLOPE STABILIZATION DETAIL
PROJECT K- BRAY
ENGINEER:
DESIGNED BY T. MARSHALL
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT 0 1/2' 1„
MEASURE 1" THEN DRAWING iS
REV ISSUED FOR DATE BY NOT TO FULL SCALE
100% DESIGN
❑O NOT USE
FOR CONSTRUCTION
C A
SEAL
039119
�NCrN�E4- �
Digitally signed �{rpRYp
by Kerry Bray A.
Date: 2022.03.25
11:13:57-04'00'
GRIPPLE SOIL ANCHOR
3' MIN DEPTH
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
NOTES:
1. FILTREXX-GREENLOXX MSE SHALL ONLY BE
USED WHERE BANK SLOPES ARE STEEPER THAN
1:1 AS DIRECTED BY ENGINEER.
FILTREXX - GREENLOXX FIL REINFORCED SLOPE STABILIZATION SCHEDULE
STRUCTURE #
BANK
LENGTH
(FT)
LOCATION
STA.
STREAM BED ELEV
FILTREXX TOP
ELEV.
FILTREXX
BOTTOM ELEV.
SLOPE
(H:V)
FIL-1
LEFT
32
UPSTREAM
0+00
37.78
46.0
41 �0
TIE IN TRANSITION TO
DOWNSTREAM
0+32
38.18
45.0
39.0
41
UPSTREAM
0+32
38-18
45.0
39-0
1.8:1
DOWNSTREAM
0+73
37.38
45.0
38.0
54
UPSTREAM
0+73
37.38
45.0
38.0
RIP RAP OUTLET
PROTECTION TIE IN
DOWNSTREAM
1+27
36-52
45.0
37-0
64
UPSTREAM
1+27
36.52
45.0
37.0
1.8:1
DOWNSTREAM
1+91
37.75
45.0
38.0
30
UPSTREAM
1+91
37.75
45.0
38.0
TIE IN TRANSITION TO
1.8:1
DOWNSTREAM
2+21
36.85
43.0
39.0
FIL-2
RIGHT
34
UPSTREAM
0+22
38.31
47.0
39.0
TIE IN TRANSITION TO
1.5:1
DOWNSTREAM
0+56
37.78
46-0
38.0
93
UPSTREAM
0+56
37-78
46-0
38-0
DOWNSTREAM
1+49
36.25
47.0
37.0
20
UPSTREAM
1+49
36.25
47-0
37.0
1-5-1 TRANSITION TO 1;1
DOWNSTREAM
1+69
37.98
46.0
38.0
46
UPSTREAM
1+69
37.98
46.0
38.0
1:1
DOWNSTREAM
2+15
37.00
45.0
38.0
FIL-3
LEFT
40
UPSTREAM
2+56
36.17
44.0
37.0
TIE IN TRANSITION TO
1-71
DOWNSTREAM
2+96
35-57
44.0
37.0
96
UPSTREAM
2+96
35.57
44.0
37.0
1.7:1
DOWNSTREAM
3+92
34.24
43.0
37.0
FIL-4
RIGHT
59
UPSTREAM
3+29
33.32
45.0
35.0
1.7:1
DOWNSTREAM
3+88
34.39
45.0
35.0
20
UPSTREAM
3+88
34.39
45-0
35.0
RIP RAP OUTLET
PROTECTION TIE IN
DOWNSTREAM
4+08
34.43
45-0
35.0
60
UPSTREAM
4+08
34.43
45.0
35.0
1.7.1
DOWNSTREAM
4+68
32.62
38.0
35-0
FIL-5
LEFT
48
UPSTREAM
4+58
33.5
43-0
32-0
1:1 TIE IN TRANSITION
TO 2:1 TIE IN
TRANSITION
DOWNSTREAM
5+04
33.34
43.0
32.0
FIL-6
RIGHT
47
UPSTREAM
5+23
33.39
47.0
34.0
1.6:1
DOWNSTREAM
5+70
31.43
47.0
34.0
FIL-7
LEFT
15
UPSTREAM
6+04
32.00
44.0
34.0
TIE IN TRANSITION TO
1.5.1
DOWNSTREAM
6+19
31.31
44.0
32.0
55
UPSTREAM
6+19
31.31
44-0
32.0
1-511
DOWNSTREAM
6+74
32.00
44-0
33.0
FIL-8
RIGHT
45
UPSTREAM
6+24
31.00
44.0
33.0
121
DOWNSTREAM
6+69
32-45
43.0
33.0
FIL-9
LEFT
20
UPSTREAM
6+96
31.4
41.0
32.0
TIE IN TRANSITION TO
1-7:1
DOWNSTREAM
7+16
30.79
41.0
32.0
22
UPSTREAM
7+16
30-79
41.0
32.0
1.7"
DOWNSTREAM
7+38
30-88
41.0
32.0
13
UPSTREAM
7+38
30.88
41.0
32.0
1.7:1 TRANSITION TO
1.1:1
DOWNSTREAM
7+51
30.90
40.0
32.0
53
UPSTREAM
7+51
30.90
40.0
32-0
1.1:1
DOWNSTREAM
8+04
31-24
35.0
32.0
FIL-10
RIGHT
80
UPSTREAM
6+87
30.29
35.0
32.0
1.3:1
DOWNSTREAM
7+67
30.11
39-0
32.0
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAM BAN K
STABILIZATION
DETAILS
STREAM DETAILS
DATE: MAR 2022
HAZEN NO-: 31187-003
CONTRACT NO.:
DRAWI NG
NUMBER:
j

G
1 I 1 I
1 I I I
I�I I�I
M
G
I I
I � � I I
I
L DOWEL
❑PTIONAL CONSTRUCTION JOINT
ELEVATION
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
(IF CONST. JOINT IS USED)
CONC.
PIPE
a
S
Etta ELEVATION
SLOPE AS INDICATED ON PLANS
1 S
N_
#4-BARS
12"
DOWEL
BAR - 11 X
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
BARS
„x,I
'x,1
„x,I
,lx.,
„x11
1,x,,
Y"
l,x„
Y*
"XII
„x„
,x„
,lxl,
„X"
"X"
Y,
x„
Y
G
07Y.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
OTY,
-
1
1
2
2
2
2
3
G
1 QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON ❑IMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
8
G
T
S
L
yp3
M
L
YDa
15"
3'-3„
l,_8,
2, S
2IZ4"
91/ "
5'.5„
0.7
2'-2"
7'-8"
1.0
18
3'-7"
1'-10"
3'-2"
2!,�2"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2,-1"
4'-0"
3"
loll
8'-0"
1-5
3'-5"
11'-5"
2.O
30"
5'-0"
2'-6"
4' 7"
41/4"
111�"
g' 2"
2 3
4' 3"
13'-5"
3.1
36"
6' 8"
2, 801
5, 6,o
43/4„
II1Az„
11'.0
3.4
5,-0"
16'-0"
4.5
42"
6'-2"
3'-1ll
6,-4"
51/4"
11t2„
12' 8"
4.5
5'-10"
18'-6"
6.O
48"
6' 9"
3' 5"
7' 2'.
5rW411
111/2"
14'-4"
6.0
6'-8"
21'-0"
8.0
=SEE SHEET 3
Rims or spot MY Install with ►erticlal
6' c-c maaamum. camrgdfions
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HEFT 1 OF 3
838.01
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
D❑ NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION .JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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HEET 3 OF 3
838.01
c
AW-Seep
NOTES:
Collar CD,Uar
connection c>7nnacban
band with bard WN
1. CONTRACTOR TO ORDER ANTI -SEEP 16-GAUGE
%" Diam.
oanv9atians °��
CMP MATCHING THE PATTERN ANNULUS STYPE
Gala. Steel
°nd bah`
connecbbns
(ANNULAR OR HELICAL) OF THE NEW 24-INCH
Rod and Nuts
CMP PIPE.
L
2. ONE SET OF TWO COLLARS SHALL BE INSTALLED
AT THE LOCATIONS SHOWN ON THE SPILLWAY
Tank Lug
PROFILE SHEET C8. COLLARS SHALL OVERLAP
12"- �12"�
EACH OTHER APPROXIMATELY 18 INCHES TO
ID
a
Aidariimum 1 ANnimwn
I
CREATE ONE CONTINUOUS COLLAR .
c
CL
I I I
c
ANTI -SEEP COLLAR DIMENSION
C. Ai RE
TABLE
Mfg-,5w Colbms for fd' to 48" comwted metal pipe to be
Pipe Diam.
No. Used
W (inches)
connected with t""'Ip"diometer.aa+s "ith tank Icrgs
Rnb=Seep Collars for B' to 15' cornrpafed metal POO to Ae
24-INCH
FOUR
84
cannecW wib4 aN*F nwW or;oaf wed ad to Mnd arm
''.Mti-Sava 00AY 0YMW hW shown may be a aumod to conneclad with halts
shay labncabon fie m standard size &ivk
Materials and Fobrication Requirements
1. Materiols and fabrication shall be In accordance with Construction Specification 51A or W 51 and the following. -
A. Sheet material for the anti -seep collar and connection bonds shall conform to the requirements specified for
the pipe material itself.
B. The anti -seep collar sheets shall be corrugated as specified for the spillway pipe.
C. The anti -seep collar and connection bands shall be of equal thickness. They may be the next thickness
lighter than that of the pipe to which attached, but not lighter than nominal 16 gage nor heavier than
nominal 12 gage.
D. Metal sheets shall be fastened together to form anti -seep collar halves with either rivets or resistance spot
welds as specified for fabrication of pipe; and as shown on this drawing.
E. Anti -seep collar connection bands shall be as shown on this drawing. Bands with annular corrugations shall
be corrugated as specified for annular pipe. Bands with helical corrugations shall be corrugated as specified
for helical pipe.
F. Connection angles and connection bolts shall be as specified for coupling bonds except
(1) The length of each angle shall be Y,? the band width minus I'
(2) 4 bolts (2 each side) are required
(3) Integral formed flanges instead of angles may be used on 6", 8", 10" and 12" diameter helical pipe
anti -seep collar connection bands.
G. Connection rods with lugs shall be used where specified on this drawing. The rods shall be made from
structural quality steel and shall be galvanized. The lug may be standard tank type ar other commercial type.
H. The anti -seep collar halves shall be welded to the connection band as shown on this drawing. All welds shall
be treated as specified for Repair of Damaged Coatings'
1. The anti -seep collar halves shall be slotted as shown on this drawing for connecting together with 7/e "
diameter bolts. The bolts shall be of quality equal to the connection bolts and shall be galvanized or
cadmium plated.
2. Shop assemble match and mark anti -seep collar halves.
3 App�, heavy coating of bituminous mastic or 3/s' x 7" neoprene gasket between
anfi-seep collar halves to produce watertight joints. Bituminous mastic shall also
be applied between the connecting band and pipe to produce a watertight
STANDARD DWG. IA-1203 connection.
DATE At& 2" 1 SHEET 1 OF 1
USDAUnited States � � Naffm
Department of DO'�r"d
Agriculture
DETAILS OF ANTI -SEEP COLLAR o,.,. Drawing Name
Natural Resources FOR 8"-30" DIAM. C.M. PIPE o, ,i d
Conservation Service "wn°#ed Shmit of
PROJECT K. BRAY
ENGINEER:
DESIGNED BY T. MARSHALL
DRAWN BY: S. KAN E
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT U 112„ 1„
MEASURE 1" THEM DRAWING IS
REV ISSUED FOR DATE gY NOT TO FULL SCALE
100% DESIGN
DO NOT USE
FOR CONSTRUCTION
Q-5\� CARO,
�� �pF E55lpf�l��.9
SEAL
039119
Digitally signed by yr p
Kerry Bray A.
Date- 2022.03.25
11:14:28-04'00'
Nate
Begin backfill immediately
after pipe has been placed.
Hand tamping oC.M. Pipe
nly.
(Do not use
power tamper.)
L 4
D
2" to J"
ILL DFIAIL
C.M. Pipe
p Pipe Grade
Bedding
Excavate 2 to 3 inches below pi e
grade. Then backfill with damp friable
soil free from lumps and raked or
graded to a true plane before placing
CM Pipe. No compaction of bedding
is required.
CORRUGATED OR M L PIPE
STANDARD DWG. IA-1227
SHEET 1 OF 1
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27507
LICENSE NO.: C-0381
Apply heavy coating
of bituminous mastic
between pipe and
coupling band.
Corrugated Metal Coupling Bond
to be fabricated from two sheets
with equal minimum lop lengths.
%" Diam. Rod
(thread 9 ) Galv.
4 required per bond.
Tank Lug
Paint lap with
bituminous mastic.
-T Corrugations (min.)
J x 1
Watertight Coupling Bond
-8 Corrugations (Min.)
2 2/3 x %2
Watertight Coupling Band
NOTE5 _
1. See spillway general layout drawing for location of watertight bands.
2 Metal treatment, thickness, and coating of watertight coupling bands shall
be as speciflied for the pipe.
3. Rivets in longitudinal seams of C.M. Pipe under watertight
coupling band shall be flat head or omitted and seams welded inside
and outside with a continuous %" fillet weld.
4. All welded areas shall be treated as specified for Repair of Damaged
Coatings. " Refer to Construction Specification 5M or IA-51.
5. Rods and lugs on coupling bands shall be installed according to the
drawing- the nuts on the rods shall be tightened equally on either side of
the lug and shall be retighfened at least twice after initial installation.
Striking each rod sharply with a hammer at several locations around the
circumference of the rod will help to draw the band fighter.
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
C. M. Pipe
Conduit
Lap
Lugs may be
staggered
DETAILS
DRAINAGE DETAILS
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Sheet of
DATE: MAR 2022
HAZEN NO.: 31187-Q03
CONTRACT NO.:
DRAWING
NUMBER:
D5

SEQUENCE OF PLANTING INSTALLATION:
APPLY AND TILL IN A 2-INCH BLANKET OF SPECIFIED COMPOST AND 2-INCH OF TOPSOIL {4 INCHES
TOTAL). COMPOST SHALL BE LEAFGROO OR AN APPROVED EQUAL. THE PAPER WORK, SAMPLE AND U.S.
COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE PROGRAM (STA) CERTIFICATIONS FOR ALL
ALTERNATES SHALL BE SUBMITTED AND APPROVED PRIOR TO PURCHASE. ALTERNATES MUST BE
COMPOST APPROVED BY THE U.S. COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE PROGRAM.
2. APPLY SPECIFIED SEED MIX AT SPECIFIED RATE.
3. PLACE CERTIFIED WEED FREE STRAW ALLOVER DISTURBED AREAS THAT D❑ NOT HAVE FILTREXX BANK
STABILIZATION OR COIR MAT.
4. RESEED ALL AREAS WITH LESS THAN 80% GERMINATION.
5. INSTALL A WATER BAG ON ALL TREES FOR THE FIRST FULL GROWING SEASON.
6. WATER ALL PLANTS ON A BIWEEKLY (ONCE EVERY TWO WEEKS) BASIS FOR THE FIRST FULL GROWING
SEASON.
GENERAL PLANTING NOTES:
1. THIS PLAN IS FOR PLANTING PURPOSES ONLY, AND ANY OTHER INFORMATION SHOWN IS FOR
REFERENCE ONLY. SEE SITE PLAN FOR INFORMATION ABOUT ALL LAYOUT, GRADING AN OTHER SITE
IMPROVEMENTS.
2. CALL MISS UTILITY AT 811 OR 1-800-552-7001 TO MARK UTILITIES AT LEAST 48 HOURS BEFORE DIGGING
3. PLANTS SHALL CONFORM TO THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY
STOCK. (ANSI Z60.1).
4. PLANT NAMES SHALL BE THOSE GIVEN IN THE LATEST EDITION OF STANDARD PLANT NAMES, AMERICAN
COMMITTEE ON HORTICULTURAL NOMENCLATURE.
5. TOPSOIL SHALL MEET SPECIFICATIONS OF THE CONTRACT DOCUMENTS,
6. THE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SOIL SAMPLES FROM BOTH IN -SITU SOILS AND
SOILS BROUGHT IN FROM OFF -SITE TO A STATE LICENSED TESTING LABORATORY. THE CONTRACTOR
SHALL INCORPORATE OR APPLY SOIL AMENDMENTS AND FERTILIZATION BASED UPON RESULTS OF THE
SOIL TESTS AND RECOMMENDATIONS BY THE TEST LAB.
7. THE CONTRACTOR SHALL STAKE OUT ALL PLANTING BEDS AND TREE LOCATIONS FOR APPROVAL BY THE
ENGINEER AND CITY REPRESENTATIVE BEFORE DIGGING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
LOCATE AND COORDINATE PLANTINGS WITH ALL EXISTING UTILITIES. IF DISCREPANCIES OCCUR
BECAUSE OF UTILITY LOCATIONS OR OTHER EXISTING CONDITIONS THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND CITY REPRESENTATIVE IMMEDIATELY TO COORDINATE ANY NECESSARY
ADJUSTMENTS.
8, ALL PLANT MATERIAL SHALL BE LABELED BY THE NURSERY AND DELIVERED WITH LABELS IN PLACE FOR
INSPECTION. SUBSTITUTIONS IN PLANT SPECIES OR SIZE WILL NOT BE PERMITTED EXCEPT WITH THE
APPROVAL OF THE ENGINEER AND CITY REPRESENTATIVE. ❑O NOT PRUNE UNTIL PLANT MATERIAL HAS
BEEN PLANTED BUT AS SOON THEREAFTER AS IS ADVISABLE UNDER STANDARD HORTICULTURAL
PRACTICES. FOR TREE PRUNING AND CARE METHODS PLEASE REFER TO ANSI A-300. LATEST EDITION.
9. IT IS OF UTMOST IMPORTANCE THAT ALL PLANT MATERIAL BE SET SLIGHTLY HIGHER IN RELATION TO
GRADE THAN IT WAS GROWN IN THE NURSERY BUT NO HIGHER THAN 3 INCHES AND WITH GOOD EARTH
TO ROOT CONTACT. ANY MATERIALS OR WORK MAY BE REJECTED BY THE ENGINEER OR CITY
REPRESENTATIVE IF IT DOES NOT MEET THIS OR ANY OTHER REQUIREMENT OF THE SPECIFICATIONS.
REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S
EXPENSE,
10. THE CONTRACTOR SHALL WATER ALL PLANTS WELL ON THE DAY THEY ARE PLANTED.
11. IN CASE OF DISCREPANCIES BETWEEN QUANTITIES ON THE PLANT LIST AND THE PLAN, THE PLAN SHALL
GOVERN.
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEED ALL DISTURBED AREAS AS DIRECTED BY OWNER
WHETHER OR NOT THEY ARE SHOWN IN THE PLANTING PLAN.
SEED MIX SCHEDULES
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
QUANTITY
(LBS)
STREAMSIDE SEED MIX:
ERNST - NORTH CAROLINA
COASTAL PLAIN FACW SEED MIX
(ERN MX-302 OR APPROVED EQUAL)
REDTOP PANICGRA55
PANICUM RIGIOULUM
FACW
8
GREENWHITE SEDGE
CAREX ALBOLUTESCENS
FACW
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
FAC
FOX SEDGE
CARER VULPINOIDEA
FACW
NARROWLEAF SUNFLOWER
HELIANTHUS ANGUSTIFOLIUS
FACW
SOFT RUSH
JUNCUS EFFUSUS
OBL
PATH RUSH
JUNCOS TENUIS
FAC
NARROWLEAF PRIMROSE WILLOW
LUDWIGIA LINEARIS
OBL
WOOLGRASS
SCIRPUS CYPERINUS
OBL
NEW YORK IRONWEED
VERNONIA NOVESORACENSIS
FACW
RIPARIAN SEED MIX:
ERNST - NORTH CAROLINA
COASTAL PLAIN RIPARIAN SEED MIX
(ERNMX-301 OR APPROVED EQUAL)
RIVER OATS
CHASMANTHIUM LATIFOLIU117
FAC
s
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
FAC
INDIANGRASS
SORGHASTRUM NUTANS
FACU
SWITCHGRASS
PANICUM VIRGATUM
FAC
REDTOP PANICGRASS
PANICUM RIGIDULUM
FACW
FOX SEDGE
CAREX VOLPINOIDEA
FACW
WINTER BENTGRASS
AGROSTIS HYEMALIS
FAC
GREENWHITE SEDGE
CAREX ALBOLUTESCENS
FACW
SLENDER WOODOATS
CHASMANTHIUM LAXUM
FACW
PARTRIDGE PEA
CHAMAECRISTA FASCICULATA
FACU
SOFT RUSH
JUNCUS EFFUSUS
OBL
SENSITIVE PEA
CHAMAECRISTA NICTITANS
FACU
NARROWLEAF SUNFLOWER
HELIANTHUS ANGUSTIFOLIUS
FACW
NARROWLEAF PRIMROSE WILLOW
LUDWIGIA LINEARIS
OBL
NOTE TO CONTRACTOR:
I. APPLY STREAMSIDE AND RIPARIAN SEED MIX AT AN APPLICATION RATE OF 20 LB PER ACRE. SEEDING DATES ARE FROM 2/15-4/30 AND S/15-10/31.
2. FOR STREAMSIDE SEEDING AREAS, SEED WITH A COVER CROP. USE }APANESE MILLET (10 LBS PER ACRE; SEEDING DATES 5/1.8/31) OR GRAIN RYE (30 LBS PER ACRE;
SEEDING DATES 9/1-4/31).
3. FOR RIPARIAN SEEDING AREAS, SEED WITH A COVER CROP. USE ]APANESE MILLET (10 LBS PER ACRE; SEEDING DATES 5/1-8/31) OR GRAIN RYE (30 LBS PER ACRE; SEEDING
DATES 9/1-4131).
4, FOR MAXIMUM SUCCESS, APPLY THE TEMPORARY SEED MIX AT THE SAME TIME AS THE PERMANENT SEED MIX. APPLY ACCORDING TO APPLICATION RATES,
TREE PLANTING SCHEDULE
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
SIZE
MIN. SPACING
QUANTITY
STREAMSIDE PLANTING
AREA
QUANTITY
RIPARIAN PLANTING AREA
RIVER BIRCH
BETULA NIGRA
FACW
1.5-IN CALIPER
20 FT O.C.
6
BALD CYPRESS
TAXODIUM DISTICIHUM
❑BL
1.5-IN CALIPER
20 FT O.C.
6
SWEETBAY MAGNOLIA
MAGNOLIA VIRGINIANA
FACW
1.5-IN CALIPER
20 FT O.C,
6
RED MAPLE
ACER RUSRUM
FAC
1.5-IN CALIPER
20 FT O.C.
3
7
TREE
AMERICAN SYCAMORE
PLATANUS OCCIDENTALIS
FACW
1.5-IN CALIPER
20 FT Q.C.
2
9
NORTHERN RED OAK
QUERCUS RUBRUM
FACU
1.5-IN CALIPER
20 FT O.C.
0
10
AMERICAN BEECH
FAGUS GRANDIFOLIA
FACU
1.5-IN CALIPER
20 FT D.C.
0
10
AMERICAN HORNBEAM
CARPINUS CAROLINIANA
FAC
1.5-IN CALIPER
20 FT O.C.
4
7
NOTE TO CONTRACTOR:
TREE PLANTING 15 NOT PERMITTED BETWEEN THE DATES OF ]UNE 1 AND SEPTEMBER 1, OR WHEN THE GROUND 1S FROZEN.
TOTAL 27
43
LIVE STAKE PLANTING SCHEDULE
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
SIZE
MIN. SPACING
QUANTITY
LIVESTAKE AREA
LIVE STAKES
EASTERN COTTONWOOD
POPULUS DEL TOIDES
FAC
0.75 1.5 IN CALIPER
3 FT D.C.
140
ELDERBERRY
SAMSUCUS CANADENSIS
FACW-
0.75 1.5 IN CALIPER
3 FT O.C.
140
SILKY DOGWOOD
CORNUS AMOMUM
FACW+
0.75 1.5 IN CALIPER
3 FT D.C.
140
SILKY WILLOW
SALIX SERICEA
DEL
0.75 1.5 IN CALIPER
3 FT O.C.
140
SOUTHERN ARROWWOOD
VIBURNUM DENTATUM
FAC
0•75 1.5 IN CALIPER
3 FT C.C.
140
NOTE TO CONTRACTOR;
PLANT LIVE STAKES IN 2 ROWS ON EACH BANK (SEE LIVE STAKE DETAIL). LIVE STAKES TO BE PLANTED DURING THEIR DORMANCY BETWEEN DECEMBER 1ST AND MARCH
1ST. TUBLEINGS TO BE SUBSTITUTED IF PLANTING IS TO OCCUR DURING THE GROWING SEASON BETWEEN APRIL 1ST AND OCTOBER 1ST.
TOTAL
700
SHRUB PLANTING SCHEDULE
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR STATUS
SIZE
MIN. SPACING
QUANTITY
RIPARIAN AREA
SHRUBS
SPICEBUSH
LINDERA SENZOIN
FAC
1 GALLON
10 FT O.C.
25
BLACK CHOKEBERRY
ARQNIA MEL4NOCARPA
FAC
I GALLON
10 Fr D.C.
25
PAW -PAW
ASIMINA TRILOBA
FAC
1 GALLON
10 FT Q.C.
25
SOUTHERN WAX MYRTLE
MYRICA CERIFERA
FAC4
I GALLON
10 FT O.C.
25
AMERICAN BEAUTYBERRY
CALLICARPA AMERICANA
FACU-
1 GALLON
10 FT Q.C.
40
SOUTHERN ARROWOOD
VIBURIVUM DENTATUM
FAC
I GALLON
10 Fr O.C.
25
NOTE TO CONTRACTOR:
SHRUB PLANTING IS NOT PERMITTED BETWEEN THE DATES OF ]UNE I AND SEPTEMBER 1, OR WHEN THE GROUND IS FROZEN.
TOTAL 165
PROJECT K. BRAY
ENGINEER
���° �' CAR
'k
o � Es s/Q,,y- v
�
Da NOT USE 00% DESIGN <4
SEAL
FOR CONSTRUCTION °3�1'�
Digitally signed '� 4GiNF,
by Kerry Bray f� �P�
Date: Y A. g
2022.03.25
11:15 02-04'00'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
GREENVI LLE, NORTH CAROLINA
DETAI LS
PLANTING NOTES AND TABLES
DATE: MAR 2022
DESIGNED BY: T. MARSHALL
HAZEN ND.: 31187-003
DRAM gY B. THARRINGTON
CONTRACT NO.
CEDAR LANE STR EAM BA N K
STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER.
D6
1F THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS 0 1/2 1
NOT TO FULL SCALE
REV
ISSUED FOR
DATE
By

LIVESTAKES SPACED 3FT D.C.
(TRIANGULAR SPACING)
i
TOP OF SLOPE 3 FT
3 FT
® 1 FJT* ❑
rV 1 .
— TRIM EXPOSED LIVESTAKE SUCH THAT 3 - 4 INCHES OF
STAKE LENGTH AND TWO BUDS REMAIN ABOVE SURFACE
1� '
COI MAT AND 4 IN TOPSOIL
45' CUT
LIVE STAKES IN - IN
DIA
DIA X 2 FT - 3FT FT LENGTH
TOE OF SLOPE r 314 LENGTH
FLOW
PROFILE VIEW SECTION
NOTES:
1. ACCEPTABLE SPECIES: POPULUS DELTOIDES (EASTERN COTTONWOOD), SAMBUCUS CANADENSIS (ELDERBERRY), CORNUS
AMOMUM (SILKY DOGWOOD), SALIX SERICEA (SILKY WILLOW), VIBURNUM DENTATUM (SOUTHERN ARROWWOOD) UNLESS
SPECIFIED OTHERWISE ON PLANTING PLANS.
2. STAKES TO BE 0.75 - 1.5 INCHES IN DIAMETER AND 2 - 3 FEET LONG.
3. SOAK LIVESTAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE INSTALLATION AND RECUT BOTTOM ENDS AT 45" ANGLES
PRIOR TO INSTALLATION.
4. INSTALL FIRST ROW OF STAKES WITHIN THE FIRST 12 INCHES ABOVE THE BASEFLOW WATER LEVEL. SPACE STAKES AT 3 FEET
ON CENTER AND STAGGER SUBSEQUENT ROWS IN A TRIANGULAR PATTERN. REFER TO PLANTING PLAN FOR NUMBER OF
LIVESTAKE ROWS AND PLANTING AREA EXTENT.
5. USE A DEAD -BLOW HAMMER AND REBAR OR OTHER METHOD APPROVED BY ENGINEER TO CREATE PILOT HOLES
PERPENDICULAR TO THE BANK.
6. INSTALL LIVESTAKES UPRIGHT WITH LEAF BUDS FACING UPWARD AND STAKES PERPENDICULAR TO THE GROUND.
7. HAND PUSH OR GENTLY HAMMER LIVESTAKE 314 OF THE ITS LENGTH INTO THE PILOT HOLES KEEPING TWO LEAF BUDS VISIBLE
ABOVE THE SURFACE.
8. TRIM ANY LIVESTAKE TIPS DAMAGED BY INSTALLATION SUCH THAT 3 - 4 INCHES OF LENGTH AND TWO LEAF BUDS REMAIN
ABOVE THE SURFACE.
LIVESTAKE DETAIL
NTS
PROJECT K. BRAY
ENGINEER:
DESIGNED BY: T. MARSHALL
DRAWN BY: B. THARRINGTON
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT 0 112,, 1"
MEASURE 1" THEN DRAWING IS
REV ISSUED FOR DATE JBYNOT TO FULL SCALE
m
Nw
w�
0
¢z
]w
w
U)
H
D = TYPICAL ON CENTER (OC)
SPACING AS INDICATED ON
THE PLANTING LIST
;l- PLANT CENTER. TYP
FINISHED GRADE, PLANTING BED
2" DEPTH MULCH OVER ENTIRE
PLANTING BED AREA
PRIOR TO PLANTING. REMOVE
PLANT FROM CONTAINER AND
GENTLY COMB OUT ROOTS
TOPSOIL
COMPACTED SUBGRADE
NOTES:
BULBS TO BE
NATURALIZED IN DRIFTS
n n
i r} - j-1=1 i--I_N
�i�iI1 I lit
BULB PLANTING
1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC MATERIAL FROM PLANT PRIOR TO PLANTING.
2. CONTINUOUS BEDS SHALL BE PREPARED WI TOPSOIL PRIOR TO SHRUB PLANTING.
3. TOPSOIL DEPTH SHALL BE 9" MIN FOR GROUINDCOVERS AND 12" MIN FOR CONTAINER GROWN GRASSES
AND PERENNIALS.
HERBACEOUS PLANTING
NTS
NOTES:
1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER
SYNTHETIC MATERIAL FROM TREE PRIOR TO PLANTING.
2. 314" W. FLAT WOVEN POLYPROPYLENE STRAPS SHALL
BE PROVIDED FOR TREES OVER 2 2"' CAL. INSTALL PER
MANUFACTURER'S RECOMMENDATION.
314" W. FLAT WOVEN POLYPROPYLENE STRAP
CEDAR STAKES (2 PER TREE)
TOP OF ROOT FLARE TO BE
PLANTED 1 "-2" ABOVE FINISH
GRADE, SEE PLANTING NOTES
2" MULCH LAYER, SEE SPEC #0291 OG
FINISHED GRADE
ROOTBALL, CUT TWINE & REMOVE
BURLAP
TOPSOIL, SEE SPEC #02929G
COMPACTED TOPSOIL PEDESTAL
COMPACTED SUBGRADE
TREE PLANTING - DECIDUOUS
NTS
LeBSEAL'
HcaRo�
� 100 /o DESIGNDO NOT USEFOR CONSTRUCTION Digitally signedby Kerry BrayDate: 2022.03.
11-115:33-04'00'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
Z)I-IKUb rLHIN I IINti
NTS
TREE PLANTING ON SLOPE
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
NTS
2" MULCH LAYER
TOPSOIL
FINISHED GRADE PLANTED AREA
ROOTBALL: IF BALLED AND BURLAPPED,
REMOVE BURLAP, TWINE, ETC. IF
CONTAINER GROWN, REMOVE CONTAINER
AND GENTLY COMB OUT ROOTS.
COMPACTED SUBGRADE
COMPACTED TOPSOIL PEDESTAL
NOTES:
;VOTES:
1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER
SYNTHETIC MATERIAL FROM PLAINT PRIOR TO
PLANTING.
2. CONTINUOUS BEDS SHALL BE PREPARED WI
TOPSOIL PRIOR TO SHRUB PLANTING.
1. REMOVE ALL WIRE, PLASTIC, TAGS OR OTHER SYNTHETIC
MATERIAL FROM TREE PRIOR TO PLANTING.
2. 314" W. FLAT WOVEN POLYPROPYLENE STRAPS SHALL BE
PROVIDED FOR TREES OVER 2 1" CAL. INSTALL PER
MANUFACTURERS RECOMMENDATION.
314" W. FLAT WOVEN POLYPROPYLENE STRAP
2" MULCH LAYER
ROOTBALL: REMOVE BURLAP AND REMOVF 1 CUT
STEEL CAGE
FINISHED GRADE
ANCHOR GUYING CABLE S-0" BELOW GRADE
W/ "DUCK BILL" ANCHOR OR APPROVED EQUAL
TOPSOIL
COMPACTED SUBGRADE
COMPACTED SUBGRADE PEDESTAL
DETAILS
PLANTING DETAILS
DATE: MAR 2022
HAZEN NO.: 31187-D03
CONTRACT NO.:
DRAWING
NUMBER:
D7

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-'-TERMINAL 80 N 1 ■ ■
LU j (SEE GATES O.
GATE POST DIMENSIONS)
� , r 1• 2�L_MINT. ■
*`H" IS THE HEIGHT OF
DESCRIPTION 1' ! ■ HEIGHT FOR PROJECT.
NOTE:ROLL FORMED LINE POST MAY BE DRIVEN TO
MINIMUM OF 1 IN LIEU OF ■ANCHOR,
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
-END POST (T-6" MIN. LENGTH)
TERMINAL POST
TENSION WIRE f- BRACE RAIL
#7 GA.---� dd
IL 1
TENSION WIRE
#7 GA.
II I ;--TIE ROD
IIII
u I ELEVATION
TERMINAL POST
TENSION WIRE
#7 GA. 7 r BRACE RAIL
POST
WINGWALL
POST
FENCE TO
TERMINAL POST AT RI
METHOD OF TYING FENCE TO ENDWALL
-VARIES DUE TO DIFFERING MANUFACTURING DIMENSIONS
LINE POST TERMINAL POST J
rTENSION WIRE - #7 GA. F , BRACE RAIL
um
BRACE RAIL
7FEI�
STRETCHER BAR BAND
Vie" X-%" FLAT STRETCHER BAR
u
FLAT STRETCHER BAR FOR 1" MESH ONLY S p Y
GATE OR TERMINAL POST WITH
STRETCHER BAR ATTACHMENT
METHOD OF TYING
FABRIC TO "H" POST
TENSION WIRE
47 GA.
LINE POST r TERMINAL POST
r-BRACE RAIL I 6+
■
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_. ♦♦raa♦i: i.a I r a+r�ra . : ♦i �iiii a � - a • ♦.. -
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TIE .■ 1
WITH TURNBUCKLE.'
LENGTH OF THREADSFOR TURNBUCKLE IS
1 ■ 1
,■ ■
U AS REQUIRED. IF OMISSION AND ERECTION ARE APPROVED BY
THE ENGINEER.
DETAIL
METHOD OF CONSTRUCTINGON SHARP BREAK IN GRADE
NOTES:
CAPS ARE REQUIRED ON PIPE POST. CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED
POST. INSTALL FENCE FABRIC ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT THAT ON
HORIZONTAL CURVES GREATER THAN THREE DEGREES, INSTALL THE FENCE TO PULL AGAINST LINE
POST. CONSIDER ALL CHANGES IN DIRECTIDN OF FENCE LINE OF 30' OR MORE AS CORNERS.
THE FABRIC MAY EITHER BE FASTENED TO THE TENSION
WIRE BY HOG RINGS SPACED AT 2' INTERVALS, OR THE
TENSION WIRE MAY BE WOVEN THROUGH THE FABRIC.
1---LINE POST
USE TIE WIRE (#6 GA.)AT 24" CTRS.
TO TIE FABRIC TO BRACE RAIL.
WIRE CLIPSITIES USED
TO ATTACH FABRIC TO
POST AT 12" CTRS.
LTENSIQN WIRE - 07 GA. I I I
III I I! I I WITHRTURNBUCKLEA I I I I
B 31, MIN" l
L=1 I u
" FnA 4'
3" MIN. 8" FOR 4' & 5'
10" FOR 4' & 9" FOR fi'
12" FOR 6' 2'-G" MIN. FOR 4' & 5'
3'-0" MIN. FOR 6
LINE BRACE DETAIL.
*"H" IS THE HEIGHT OF FENCE. SEE PAY ITEM
DESCRIPTION FOR REO'O HEIGHT FOR PROJECT.
FABRIC
GALV" STEEL OR ALUMINUM COATED STEEL
ALUMINUM ALLOY OR ALUMINUM
411 GAGE
COATED STEEL #11 GAGE
FRAME
COMPONENTS
GALVANIZED STEEL
#11 GAGE
ALUMINUM ALLOY
SYSTEM
G1
G2
G3
Al
LINE POST
1.90" O.D.
1,625" X 1.875"
1.625" X 1.875"
2,375" O.D.
2.00" X 2.50"
STEEL PIPE
STEEL H
STEEL R.F.
ALUMINUM PIPE
ALUMINUM PIPE
TERMINAL POST
(END CORNER,
2.375" O.D.
2.375" O.D.
2.375" D.D.
2.875 D.D.
2.875" O.D.
BRAGS
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
GATE POST UP
2.875" O.R.
2.875" O.D.
2.875" O.Q.
2.875" O.D.
2.875" O.C.
THRU 6' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
GATE POST 7'
4.000" O.R.
4.000" O.D.
4.000" Q.D.
4.006" O.D.
4.00D" D.R.
THRU 12' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
ALUMINUM PIPE
ALUMINUM PIPE
1.2 O 1.025-
1.660 Ox .
1,660" O.D.
STEEL R.F. OR
1.660" O.R.
1.660" O.D.
BRACE RAIL
STEEL PIPE
STEEL PIPE
1.660" C.D.
ALUMINUM PIPE
ALUMINUM PIPE
STEEL
FOR 4' AND 5' FENCE SYSTEMS
i 1 8 I 9N6
I tE
v�I L ro�
L
BRACE RAIL LINE POST
(ROLL FORMED) (ROLL FORMED)
ROLL FORMER LINE POST MAY BE DRIVEN TO A
MINIMUM OF 3'-0" IN LIEU OF CONCRETE ANCHOR,
UNLESS OTHERWISE ❑IRECTED BY THE ENGINEER.
FABRIC
GALV. STEEL OR ALUMINUM COATED STEEL
#11 GAGE
FRAME
COMPONENTS
GALVANIZED STEEL
SYSTEM
G1
G2
03
2,375" O.D.
1.625" X 1.875"
1.625" X 1.875"
LINE POST
STEEL PIPE
STEEL H
STEEL R.F.
TERMINAL POST
CORNER,
2.875" O.Q.
2.875" O.O.
2.875" O.D.
&END�S
RACj
STEEL PIPE
STEEL PIPE
STEEL PIPE
GATE POST UP
2.B75" D.D.
2.875" O.D.
2,876" O.D.
THRU 6' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
GATE POST 7'
4.000" O.D.
4.000" O.D.
4.000" O.D.
THRU 12' LEAF
STEEL PIPE
STEEL PIPE
STEEL PIPE
1.625
1.660" D.D.
1.660" 0.0,
STEEL A.F. OR
BRACE RAIL
STEEL PIPE
STEEL PIPE
1.660" O.O.
$TELL PIPE
FOR 6' FENCE SYSTEMS
ALLOWABLE COMPONENTS FOR FENCE SYSTEMS
PROJECT K. BRAY
ENGINEER
DESIGNED BY T. MARSHALL
DRAWN BY S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT 0 1/2„ 1
MEASURE 1" THEN DRAWING IS
REV ISSUED FOR DATE BY NOT TO FULL SCALE
100% DESIGN
DO NOT USE
FOR CONSTRUCTION
GRRo
SEAL -.
Digitally signedY
Kerry Bray A.
Date; 2022-03.25
11:16:07-04'00'
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*`H" IS THE HEIGHT OF PENCE. SEE PAY ITEM
DESCRIPTION FOR RED'❑ HEIGHT FOR PROJECT.
NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A
MINIMUM OF 3'-0" IN LIEU OF CONCRETE ANCHOR,
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
GATE POST
r--0.075" ROUND ROD
1.90" O.D. PIPE
11 I HIPS
Ill! � � IIII
OPENING
12" FOR & 5 12" FOR d' & 5'
F
� 14" FOR 8' 14" FOR B'
DOUBLE SWING GATE
USE WHERE SWINGING CLEARANCE IS LIMITED
MAXIMUM WIRE SPACING TO BE 6".
MAXIMUM CLEARANCE BETWEEN LOWEST STRAND AND GROUND TO BE 6".
ERECT BRACE RAILS BETWEEN TERMINAL OR GATE POSTS AT INTERVALS
NOT EXCEEDING 700' ON TANGENTS OR 350' ON SHORT RADIUS CURVES.
ERECT ADDTIONAL TERMINAL POSTS IF ❑IRECTED BY THE ENGINEER.
BRACE TERMINAL POSTS FROM BOTH SIDES OF POST,
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAM BAN K
STABILIZATION
�7 r WIRE FENCE TERMINAL POST
LINE POST) BRACE RAIL
PLAN
PLACEMENT OF FENCE ALONG RIGHT OF WAY
(BRACE ALL TERMINAL POSTS AS SHOWN ABOVE)
L LINE POST � � BRACE RAI
WIRE FENCE P LAN
(LINE POST/TERMINAL POST SEQUENCE)
DETAIL OF DITCH CROSSING
LINE POST
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866.01
DETAILS
SITE DETAILS
DATE: MAR 2022
HAZEN NO_ 31187-003
CONTRACT NO_:
DRAWING
NUMBER'
1e

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PROJECT TAT
ENGINEER:
DESIGNED BY: SLJ
DRAWN BY: SLJ
E
95% RESPONSE TO COG COMMENTS
04/21 /23
SLJ
D
95% ISSUE FOR REVIEW
03/23/23
SLJ
CHECKED BY: TAT
C
95% DESIGN
01/30/23
SLJ
B
ISSUE FOR PERMITTING
11123/22
SLJ
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS - 1121 �
NOT TO FULL SCALE
A
65% DESIGN
10/20/22
SLJ
REV
ISSUED FOR
DATE
BY
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0174,SC GROUP P.A.
■Engineering■Architecture■Surveying ■Technology
�!G�NEE
324 Evans St„ Greenville, NC 27858 [phone] [phone] (Fox)
+++ 4 L A �4 .' 4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 [phone] [phone] (Fox)
r NC Engineering License No- C-0206 ■ NC Architectural License No. 50213
�+ ■ NC Landscape Architectural License No. C-427
E. WRIGHT ROAD
LOD/T
r Lit ICHER PLACE
� Av
DATE STARTED: 8131f2 2
G REENVI LLE, NORTH CAROLI NA PROJECT NO.: 20220136
GENERAL CONTRACT NO.:
CEDAR LANE STREAMBANK SHEET LAYOUT AND ACCESS PLAN DRAWING
NUMBER:
STABILIZATION
G3-TEG

SITE GENERAL NOTES:
`
MEASURES CONTRACTOR DEEMS NECESSARY TO PROTECT EQUIPMENT AND MATERIALS STORED ON THE
CONTINUATION FROM 10. OTHERWISE INDICATED).
PROJECT. (NO SEPARATE PAYMENT UNLESS OTHERWISE INDICATED).
1.
SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY THE EAST GROUP.
11. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE AND JOINTS
25.
WHERE CONTRACTOR CEASES WORK OPERATION FOR A 72 HOUR PERIOD OR LONGER, SUCH AS
EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY THE OWNER PRIOR TO BACKFILLING.
2.
HORIZONTAL CONTROL IS REFERENCED TO THE !NORTH CAROLINA STATE PLANE COORDINATE SYSTEM.
HOLIDAYS, ETC.. THE FOLLOWING SHALL BE ACCOMPLISHED PRIOR TO THE WORK STOPPAGE.
BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83). VERTICAL CONTROL IS REFERENCED TO THE
12. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AS REQUIRED FOR
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
• CONTRACTOR WILL STORE ALL EQUIPMENT IN THE CONTRACTOR STAGING AREA OR OFFSITE.
CONSTRUCTION OF IMPROVEMENTS SHOWN. CONTRACTOR SHALL PROVIDE OWNER A UTILITY
• THE CONTRACTOR SHALL SWEEP ALL STREETS, PERFORM GENERAL CLEANUP AND SHALL PERFORM
SUPPORT PLAN DESIGNED AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER.
3.
CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES
MAINTENANCE ON ALL EXPOSED PATCHES -
DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK.
13. THE CONTRACTOR SHALL PROVIDE SANITARY SEWER BYPASS PUMPING TO A DOWNSTREAM
26.
CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO THAT STORED MATERIAL
MANHOLE OR OTHER MEANS TO COLLECT AND DISPOSE OF ACTIVE SANITARY SEWER FLOWS AS
4.
CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION,
QUANTITIES ON THE JOB SITE SHALL BE MINIMIZED-
REQUIRED FOR CONSTRUCTION.
STRUCTURES, AND UTILITIES THAT ARE NOT INDICATED TO BE DEMOLISHED OR REMOVED- ANY DAMAGE
27
CLEARING AND GRUBBING SHALL BE RESTRICTED TO PERMANENT EASEMENTS ONLY. CONTRACTOR
STORM DRAINAGE STRUCTURE. PIPE & GRADING NOTES:
TO EXISTINGPAVE MENT. TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT INDICATED TO BE
DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
SHALL LIMIT TREE/BUSH CLEARING IN THE TEMPORARY EASEMENTS, BETWEEN HOUSES AND ALONG
PROPERTY LINES TO ONLY ABSOLUTELY NECESSARY FOR CONSTRUCTION OR AS NOTED ON PLANS.
1. THE CONTRACTOR SHALL PROVIDE BYPASS PUMPING TO ROUTE ACTIVE DRAINAGE SYSTEM FLOWS
5.
WHERE. PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES. SUCH THAT SUPPORT OF THE POLE(S)
AROUND PROPOSED CONSTRUCTION AREA. FLOWS SHALL BE DISCHARGED IN A NON -EROSIVE MANNER.
WILL BE REQUIRED, THE: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFY#NG THE UTILITY, PUBLIC OR
28.
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS AND/OR
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BYPASS PUMPING IS ADEQUATE TO PROTECT
PRIVATE, ❑F THE WORK. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
LIMITS OF DISTURBANCE.
THE WORK AREA FROM DAMAGE.
UTILITY FOR SUPPORT OF THE POLE.
29.
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE
2, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER/ENGINEER ANY DISCREPANCIES FOUND
6.
WHERE OVERHEAD POWER LINES ARE PRESENT. CONTRACTOR MUST CONTACT THE UTILITY PRIOR TO
APPROPRIATE LOCAL AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR
BETWEEN ACTUAL CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR FURTHER
CONSTRUCTION ACTIVITIES TO DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MCC)
SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION.
COORDINATION FROM THE OWNERIENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
DISTANCE BASED UPON LINE STRENGTH.
30.
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL
3. GRADES. ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE, AS DIRECTED BY THE
7
THE CONTRACTOR SHALL DESIGN, FURNISH; AN INSTALL ANY TRENCH OR EXCAVATION STABILIZATION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER/OWNER. PAVEMENT REMOVAL WIDTH SHALL BE 1 FOOT
ENGINEER/OWNER. THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS WITH
NECESSARY TO MAINTAIN EXCAVATION FOR CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL
MINIMUM. REMOVED PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO
OWNER/ENGINEER APPROVAL. CONTRACTOR SHALL PROVIDE TRENCH STABILIZATION PLAN DESIGNED
COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL SUBMITA DESIGN PREPARED BY A
TIE-IN TO FACE OF PROPOSED CURB OR GUTTER.
AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER.
REGISTERED PROFESSIONAL ENGINEER IN THE JURISDICTION OF THE PROJECT TO THE OWNERIENGINEER31-
FOR REVIEW, INCLUDING BUT NOT LIMITED TO SHEET PILING, SHORING, AND/OR BRACING- THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BORROW MATERIAL REQUIRED TO CONSTRUCT
4, ALL PROPOSED GRADES ARE FINISH GRADES. IN RIPRAP AREAS, CONTOURS INDICATE TOP GRADE OF
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND REMOVAL OF ANY TRENCH STABILIZATION.
PROJECT AS SHOWN ON THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED.
RIPRAP.
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT UTILITIES OR
32.
ALL EXCAVATED MATERIALS THAT ARE NOT REQUIRED OR ARE UNSUITABLE FOR THE PROJECT SHALL BE
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
STIR UCTURES RESULTING FROM THE INSTALLATION, REMOVAL ❑R ABSENCE OF TRENCH STABILIZATION.
CONSIDERED WASTE AND SHALL BE HAULED OFF SITE AND DISPOSED IN A SAFE AND LEGAL MANNER AT
SELF -INSPECTION PROGRAM:
8.
ALL MATERIALS, CONSTRUCTION METHODS, AND WORKMANSHIP SHALL CONFORM WITH THE LATEST
THE CONTRACTOR'S EXPENSE-
VERSION OF APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
NOTES FOR PRIVATE PROPERTY OWNER RELATIONS:
1. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND DISTUR8ING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
9.
CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS.
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A REGISTERED
1.
IF THE PROPOSED WORK WILL. BE CONSTRUCTED WITHIN A DEVELOPED RESIDENTIAL OR COMMERCIAL
FOLLOWED- RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND
AREA, THE CONTRACTOR IS REQUIRED TO DEVELOP GOOD RELATIONS WITH THE RESIDENTS AND
2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF MONITORING PROGRAM OF
OTHER PERMANENT POINTS OF REFERENCE DISTURBED OR DESTROYED BY THE CONTRACTOR.
BUSINESSES WHICH INCLUDE THE FOLLOWING MANDATORY MINIMUM REQUIREMENTS-
THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION
EPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
10.
ACCESS TO SITES SHALL BE BY PUBLIC RIGHT-OF-WAYS AND UTILITY EASEMENTS- OTHER ACCESS
+ NO SPEEDING WITH EQUIPMENT AND/OR VEHICLES (25 MPH MAX.)}
MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH
LOCATIONS REQUIRED SHALL BE SECURED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
■ D❑ NOT BLOCK DRIVEWAYS AT ANY TIME EXCEPT AS INDICATED
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN
OWNER. SUPPLEMENTAL EROSION CONTROL MEASURES SHALL BE REQUIRED TO INCLUDE
DO NOT LITTER ANY TIME
ACCORDANCE WITH THE NCGS 113A 54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS
CONSTRUCTION ENTRANCES, SILT FENCING, RESTORATION, ETC. ADDITIONAL MEASURES SHALL BE
DO NOT USE PRIVATE PROPERTY OWNER WATER WITHOUT PROPERTY OWNER PERMISSION
AVAILABLE AT https;//deq-nc.gav/about/divisions/energy-mineral-land-resources/erosion-sediment-controllforms.
INCLUDED AS PART OF A SUPPLEMENTAL EROSION CONTROL PLAN PREPARED BY THE CONTRACTOR.
[SIGNED AGREEMENT REQUIRED}
• ADHERE TO ALL PLUMBING CODE REQUIREMENTS FOR BACK FLOW PREVENTION
SEEDING NOTES:
11.
THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONSTRUCTION STAGING AREA AT HIS EXPENSE
RESPOND TO RESIDENT'S COMPLAINTS WITHIN 24 HOURS
IF NOT SHOWN ON DRAWINGS.
0D❑ NOT HARASS OR USE ABUSIVE LANGUAGE OR PROFANITY
■ WEAR PROPER PROTECTIVE CLOTHING (HARD HATS, PROPER SHOES, SHIRTS, ETC.) AS REQUIRED
SEEDING SHALL BE APPLIED PER CITY OF GREENVILLE EROSION CONTROL GUIDE, DETAIL 310.01 / D1.
12-
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY THE OWNER/ENGINEER. THE
BY CONTRACTOR SAFETY POLICY AND OSHA.
ADDITIONALLY, THE FOLLOWING NOTES APPLY:
STOCKPILE SHALL BE PROVIDED WITH GROUND COVER WITHIN 15 WORKING DAYS OF STOCKPILE
MAINTAIN PROPER SAFETY MEASURES. PARTICULARLY ALONG OPEN TRENCHES, PLACING CONES
COMPLETION.
ON RAISED MANHOLES AND BACK FILLING OPEN TRENCHES IF CONSTRUCTION IS STOPPED AND
1. CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING
THE OPEN TRENCH IS NOT MANNED.
MEASURES PRIOR TO PLANTING,
13-
CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.
aPERSONNEL MUST WEAR SAFETY VEST AT ALL TIMES WHILE WORKING IN THE: PUBLIC
RIGHT-OF-WAY.
2. TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT
14.
THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH THE PROPERTY OWNERS
• ALL TRAFFIC CONTROL FLAG PERSONS AND AT LEAST ONE PERSON ON EACH WORK CREW MUST
OR OTHER SUITABLE MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING,
AFFECTED BY THE WORK. PRIVATE AGREEMENTS WITH PROPERTY OWNERS MUST BE IN WRITING ON A
BE FLUENT IN THE ENGLISH LANGUAGE
FURROWING, TRACKING, OR STAIRSTEP GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED
FORM APPROVED BY THE OWNER AND A COPY SHALL BE PROVIDED TO THE ENGINEER PRIOR TO
BY DISKING, HARROWING, RAKING, OPERATING PLANTING EQUIPMENT ON THE CONTOUR.
PROCEEDING WITH CONSTRUCTION ACTIVITIES AFFECTED BY SAID AGREEMENT. THE AGREEMENT MUST
2•
IF THE CONTRACTOR AND/OR SUBCONTRACTORS CANNOT ADEQUATELY PERFORM AND/OR COMPLY
SPECIFY THAT THE OWNER AND THE ENGINEER SHALL BE INDEMNIFIED AND HELD HARMLESS AGAINST ALL
WITH THESE REQUIREMENTS, THE INDIVIDUAL, SUBCONTRACTOR, OR EMPLOYEES MAY BE DIRECTED
3- SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS
CLAIMS ARISING FROM THE AGREEMENT. BEFORE FINAL ACCEPTANCE, A RELEASE FROM EACH
TO LEAVE THE PROJECT PERMANENTLY. INCONSIDERATE, NON -COOPERATIVE ATTITUDES AND
NECESSARY, AND AT THE RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER
PROPERTY OWNER THAT THE CONTRACTOR MADE AN AGREEMENT WITH SHALL BE REQUIRED. THE
ACTIONS WILL NOT BE TOLERATED.
TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE. SEED SHALL BE BROADCAST AS SOON AS
PROPERTY OWNER'S RELEASE IS A CONDITION OF FINAL ACCEPTANCE.
POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY RAINFALL,
3.
CONTRACTOR SHALL ENSURE ACCESS TO ALL PROPERTIES BY PROPERTY OWNERS AT ALL TIMES.
15.
CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN JOB -SITE TO INCLUDE STAGING/STORAGE AREAS AS
TEMPORARY DRIVEWAY CLOSURES SHALL ONLY BE PERMITTED ONLY WITH APPROVAL OF THE OWNER
4. STRAW MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE
FOLLOWS
AND IN COORDINATION WITH THE PROPERTY OWNER. FOR DRIVEWAY CLOSURES- CONTRACTOR SHALL
SECURED PER DETAIL 310.01/CD1.
PROVIDE ALTERNATE PARKING AND PEDESTRIAN ACCESS TO HOMES TO THE PROPERTY OWNER'S
• PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BY THE OWNER/ENGINEER.
SATISFACTION.
5, NETTING WITH PLASTIC MESH AND / OR PLASTIC TWINE SHALL NOT BE USED.
• SWEEP STREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS DIRECTED BY THE ENGINEER/OWNER.
UTILITIES:
6. NO
• BLADE, LEVEL AND RE -COMPACT ALL EXPOSED TRENCHES WEEKLY (OR AS DIRECTED BY THE
SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND
ENGINEER/OWNER} TO PRODUCE A SMOOTH "RIDE".
IS TOO WET TO RAKE EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS
• PERFORM DAILY CLEAN-UP OF ALL DIRT, DEBRIS. TRASH, AND SCRAP MATERIALS
1.
CONTRACTOR SHALL REFERENCE AND MEET THE REQUIREMENTS OF THE GUC DESIGN AND
SHOWN IN TWO TO THREE WEEKS SHALL BE RE -CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED,
• REMOVE EXCESS EQUIPMENT. MATERIALS, TOOLS, ETC- NOT NEEDED.
SPECIFICATIONS MANUAL, REFERRED TO HEREAFTER AS THE GUC MANUAL.
SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND BROADCAST METHOD ACCEPTABLE TO THE
OWNER.
17.
EXCESS SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE STOCKPILED FOR USE ON THE
2•
INTERRUPTION OF UTILITY SERVICE TO RESIDENCES OR BUSINESSES REQUIRES APPROVAL OF THE
EROSION AND SEDIMENTATION CONTROL NOTES:
PROJECT OR DISPOSED OF OFF -SITE AS DIRECTED BY THE ENGINEERIOWNER. THE CONTRACTOR SHALL
UTILITY OWNER. IF APPROVED, UTILITY OWNER AND AFFECTED RESIDENTS/BUSINESSES SHALL BE
NOT BE ALLOWED TO STOCKPILE MATERIALS OR EXCESS MATERIALS IN THE STREET RIGHT-OF-WAYS AT
NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF SERVICE INTERRUPTION.
ANY TIME. THE CONTRACTOR SHALL PROVIDE A SUFFICIENT AND SUITABLE STOCKPILE AREA AND
1. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS. ALL
LOCATION AT THE CONTRACTOR'S EXPENSE UNLESS SUCH AN AREA IS DESIGNATED ON THE DRAWINGS.
3.
WHEN CONSTRUCTION REQUIRES RELOCATION OF SANITARY SEWER SERVICE LATERALS, CONTRACTOR
ONSITE ACTIVITIES SHALL BE MANAGED TO ENSURE NO ADVERSE IMPACTS TO WATER QUALITY
SHALL PROVIDE MEANS OF COLLECTING AND DISPOSING OF RESIDENTIAL/BUSINESS SANITARY SEWAGE.
OCCUR DURING AND AFTER CONSTRUCTION. THE CONTRACTOR SHALL FURNISH AND INSTALL
18.
THE CONTRACTOR SHALL PROVIDE MEANS TO DEWATER THE CONSTRUCTION AREA DURING
ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO
CONSTRUCTION. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE DRY. DISCHARGES FROM
4•
UTILITIES ARE SHOWN BASED ON BEST INFORMATION AVAILABLE, THE CONTRACTOR SHALL FIELD -VERIFY
PROTECT ADJACENT CREEKS, ROADWAYS, ETC FROM SILTATION AND EROSION.
DEWATERING ACTIVITIES WILL BE CLEAN OF SEDIMENT AND TURBIDITY AND SHALL BE DISCHARGED IN A
LOCATIONS OF UTILITIES WHERE SHOWN PRIOR TO LAND DISTURBANCE.
N0WEROSIVE MANNER IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS AND
?. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL
REGULATIONS.
5.
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, THE
CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED
OWN ER'S UTILITY COORDINATOR AND OWNER'S INSPECTOR WHOSE FACILITIES WILL 8E AFFECTED TO
19.
CONTRACTOR SHALL PROVIDE MEASURES DURING CONSTRUCTION TO SECURE THE SITE AND
DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
AREAS, AND APPROVAL BY THE ENGINEER AND CITY IS GIVEN. AREAS WHERE EROSION AND
EXCAVATION FROM THE GENERAL PUBLIC AND COMPLY WITH ALL OSHA REGULATIONS. JOB SITE SAFETY
CAUSED BY CONTRACTOR OPERATIONS OR THOSE OF THE CONTRACTOR'S AGENTS. THE CONTRACTOR
SEDIMENTATION CONTROL MEASURES ARE REMOVED SHALL BE REGRADED AND SEEDED TO
IS THE EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. OPEN EXCAVATION SHALL BE FILLED
SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND ENGINEER FOR ANY THIRD -PARTY
MATCH ORIGINAL SITE CONDITIONS.
AT THE END OF EACH DAY'S WORK AND SHALL NOT BE LEFT (UNATTENDED OR OPEN OVERNIGHT, FOR
INCONVENIENCE CREATED BY THE CONTRACTOR'S OPERATIONS OR THAT OF HIS AGENTS. ANY
AREAS LEFT OPEN OVERNIGHT, SECURITY FENCING SHALL BE PROVIDED.
DAMAGES TO EXISTING UTILITIES SHALL BE THE CONTRACTOR'S FINANCIAL RESPONSIBILITY.
3. TEMPORARY SEEDING MEASURES SEE TABLE.
20.
CONTRACTOR SHALL REPAIR OR REPLACE DRIVEWAYS DISTURBED BY CONSTRUCTION TO EXISTING OR
6.
ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE
4. PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED FOR ALL AREAS REACHING FINAL
BETTER CONDITIONS. NO SEPARATE PAYMENT UNLESS OTHERWISE INDICATED.
CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENT/RELOCATION WORK WITH UTILITY OWNERS SO
GRADE WHICH WILL NOT BE DISTURBED AGAIN. UPON COMPLETION OF FINAL GRADING,
AS NOT TO DELAY THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY
PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE ESTABLISHED.
21.
THE CONTRACTOR SHALL OBTAIN OWN ER APPROVAL TO REMOVE ANY TREES NOT INDICATED FOR
DELAYS OR DISRUPTIONS DUE TO THE WORK SCHEDULE OF UTILTY OWNERS.
REMOVAL ON THE DRAWINGS-
S. ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES
■ THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE -CALL @ 811 TO HAVE UTILITIES LOCATED
22
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING WHERE FENCES ARE REMOVED FOR
PRIOR TO BEGINNING CONSTRUCTION.
MAY BE REMOVED UPON APPROVAL FROM THE CITY. ANY AREAS DISTURBE❑ BY THE REMOVAL
CONSTRUCTION. CONTRACTOR SHALL COORDINATE REMOVAL OF EXISTING FENCE AND INSTALLATION OF
• FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT THE OWNER.
OF EROSION CONTROL MEASURES SHALL BE RETURNED TO THE ORIGINAL, OR BETTER,
TEMPORARY FENCE WITH PROPERTY OWNER PRIOR TO CONSTRUCTION, REMOVAL OF TEMPORARY
CONDITION, THEN SEEDED, MULCHED, AND FERTILIZED.
FENCE AND INSTALLATION OF PERMANENT FENCE MUST ALSO BE COORDINATED WITH PROPERTY OWNER.
7.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO
ALL REMOVAL, TEMPORARY, AND REPLACEMENT FENCING SHALL BE CONSIDERED INCIDENTAL TO THE
FINISHED GRADE. THE CONTRACTOR SHALL FOLLOW STANDARDS OF THE GUC MANUAL.
6. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PEOPLE
INSTALLATION AND NO SEPARATE PAYMENT SHALL BE MADE UNLESS OTHERWISE INDICATED
RESPONSIBLE FOR LAND DISTURBING ACTIVITIES TO INSPECT EROSION AND SEDIMENTATION
CONTRACTOR SHALL REINSTALL ALL SHEDS, FENCES, ETC. TO AS GOOD OR BETTER THAN EXISTING
8-
ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL AND STATE CONSTRUCTION AND
CONTROL MEASURES AFTER EACH PHASE OF THE PROJECT UNTIL PERMANENT GROUND COVER
CONDITIONS UNLESS OTHERWISE INDICATED WITH NO SEPARATE PAYMENT UNLESS OTHERWISE
TESTING STANDARDS.
IS ESTABLISHED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
INDICATED.
MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
9,
PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR RIGHT-0E-WAYS, THE CONTRACTOR IS
THE FOCUS OF THE SELF -INSPECTION REPORT IS TO ENSURE THE INSTALLATION OF EROSION
23.
CONTRACTOR SHALL REPLACE ALL MAILBOXES, SIGNS. ETC. DISTURBED DURING CONSTRUCTION WITHIN
REQUIRED TO NOTIFY CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH LOCAL AND STATE LAWS
AND SEDIMENTATION CONTROL MEASURES ARE CONTINUALLY PERFORMING AS INTENDED.
24 HOURS OF DISTURBANCE. PERMANENT ROAD SIGNAGE DISTURBED SHALL BE REPLACED IMMEDIATELY
AND REGULATIONS. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES, INCLUDING ANY NOT
AND IF NECESSARY. ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED IN A LOCATION CONSISTENT
SHOWN, PRIOR TO BEGINNING CONSTRUCTION.
WITH MUTCD TO PROVIDE CONTINUOUS TRAFFIC AWARENESS OF ROADWAY CONDITIONS. (NO SEPARATE
PAYMENT UNLESS OTHERWISE INDICATED).
10.
THE CONTRACTOR SHALL ❑IG UP EACH UTILITY WHICH MAY CONFLICT WITH CONSTRUCTION 14 DAYS IN
ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY AND VERTICALLY) TO ALLOW THE ENGINEER AN
24.
CONTRACTOR SHALL PROVIDE SECURITY FENCING, SECURITY GUARD, AND ANY AND ALL OTHER
OPPORTUNITY TO ADJUST THE DESIGN TO AVOID CONFLICTS (NO SEPARATE PAYMENT UNLESS
PROJECT TAT
ENGINEER:
THE
F�11FIff111�
0 Ao�,-,
GREENVILLE, NORTH CAROLINA
DESIGNED BY SL,J
�is�7 � '-
EAST
DRAWN BY:
E 95% RESPONSE TO COG COMMENTS 04/21/23 SLJ SLJ L _ D 95% ISSUE FOR REVIEW 03/23/23 SLJ - 01 .4l'U - GROUP, P.A.
CHECKED BY. CEDAR LANE STREAM BAN K
C 95% DESIGN 01/30/23 SLJ TAT . F ■Evt,gz:neerl"9 ■Arciz.ifectuze■ �'ura eying■7echnaLvgy
B ISSUE FOR PERMITTING 11123/22 SLJ IF THIS fES NOTi. Q�+1IN�GE' \Q ~ 324 Evans St., Uraenrlle, NC 27858 [phone] (252) 838-395a (Fox)
A 65% DESIGN 10/20/22 SLJ MEASURERi "DTOHEN DRAWING 15 D 1J2 1' rr•r� LAN � �'t .325 Lake Eoone Trail, Suite 311, Raleigh, NC 17607 [phone]ry [phone] (Fax) STABILIZATION
NC Engineering License No- C W06 ■ NC Alohitecturol License Ho- 50213
REV ISSUED FOR DATE BY NOT TO FULL SCALE �_ f + 7 ■NC Londseope ArchiteCtufW UoC nse Na. C-427
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCING:
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION CONTROL PLAN AND THE
NORTH CAROLINA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE
OF COVERAGE (COC) MUST BE OBTAINE❑ BEFORE LAND DISTURBING ACTIVITIES OCCUR. PER NPDES REQUIREMENTS, A RAIN
GAUGE, SELF -INSPECTION RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND E&SC PLAN ARE REQUIRED TO BE MAINTAINED ON
SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE
BEGINNING OR ENTRANCE OF THE PROJECT.
2. PRIOR TO ANY CLEARING, GRADING OR INSTALLATION OF SEDIMENT EROSION PROTECTION MEASURES, THE CONTRACTOR SHALL
CONDUCT A PRECONSTRUCTION MEETING WITH THE STATE LAND QUALITY SECTION (919-791-4200), CITY PROJECT MANAGER
(DARYL NORRIS 252-329-4350) AND ENGINEER (TODD TRIPP, THE EAST GROUP 252-341-0159). ALL PARTIES REQUIRE SEVEN-DAY
NOTICE. LIMITS OF ❑ISTURBANCE AND BURIED UTILITY MARK -OUT TO BE COMPLETED PRIOR TO PRE -CONSTRUCTION MEETING.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR IS TO HAVE ALL LIMITS OF DISTURBANCE (LOD), UNDERGROUND
UTILITIES, TREES TO BE REMOVED, AND SEDIMENT AND EROSION CONTROL ❑EVICES STAKED OUT OR FLAGGED IN THE FIELD FOR
REVIEW AND APPROVAL BY THE CITY.
4. INSTALL ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES INCLUDING TREE PROTECTION IN LOCATIONS AS SHOWN
ON THE CONTRACT DRAWINGS. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ALL TEMPORARY
SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY
SECTION AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. CONTRACTOR TO PHOTOGRAPH ALL ACCESS
POINTS PRIOR TO WORK AND UPON PROJECT COMPLETION.
S. FOR STREAMBANK STABILIZATION, THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AS SHOWN ON THE
PLANS AND SUPPORTING MEASURES TO DIVERT FLOW AROUND THE WORK AREA AND DEWATER THE WORK AREA.
6. THE CONTRACTOR SHOULD ONLY ❑ISTURB AS MUCH AREA WHICH CAN BE COMPLETED BY THE END OF DAY. AT THE END OF EACH
WORKDAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED TO ALLOW BASEFLOW TO FLOW FREELY
THROUGH THE STREAM CHANNEL.
7. REPEAT STEPS 5 AND 6 AS WORK ADVANCES ISOLATE ABOUT 200 FEET OF CHANNEL AT A TIME AND ONLY ❑ISTURB AREAS
PROTECTED BY THE DIVERSION,
S. DIVERSION PUMP INTAKE AND DISCHARGE SHALL BE PROTECTED BY A SEDIMENT SOCK OR OTHER MEASURES TO PREVENT
SEDIMENT BY-PASS.
9. ONCE THE PROJECT IS COMPLETED AND PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE STATE LAND QUALITY
SECTION HAS BEEN GRANTED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS DISTURBED BY THE
REMOVAL OF THESE MEASURES SHALL BE RETURNED TO ❑RIGINAL OR BETTER CONDITION AND SEEDED, MULCHED, AND
FERTILIZED.
I.O. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS
THE PERMITTEE ❑F THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMMEE SHALL VISIT DEQ. NC, GOWN 0001 TO
SUBMIT AN ELECTRONIC NOTICE OF INTENT (E-NOT).
MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND INTEGRITY FOLLOWING EVERY 0.5" OVER
24-HOUR PERIOD RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0,5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE
WILL. BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3, EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL WORK IS COMPLETE, AREAS SHALL BE RESEEDED AND MATTING SHALL BE
REPLACED AS NEEDED.
4, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXIT WILL BE INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD-UP, THE ENTRANCE
WILL BE BLADED OFF REMOVING THE MUD. ADD NEW STONE TO ENTRANCE AS NEEDED.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
NPDES INSPECTION REQUIREMENTS:
1. MUST KEEP A RAIN GAUGE ON THE PROJECT SITE.
2. ❑EDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FORM STORM
DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
3. MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT
GREATER THAN A HALF -INCH (DURING A 24 HOUR PERIOD). MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
4. MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE AND EVALUATE THE EFFECT ON NEARBY STREAMS OR
WETLANDS.
5. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF -SITE OR INTO A STREAM OR WETLAND, OR CAUSES A VISIBLE
INCREASE IN TURBIDITY OF ANY WATERBODY.
6. MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
7. REFER TO THE APPLICABLE PLAN SHEETS FOR ADDITIONAL INFORMATION REGARDING NPDES STORMWATER PERMIT INSPECTIONS AND
RECORDKEEPING REQUIREMENTS.
GROUND STABILIZATION
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3-1
7 DAYS
iF SLCGPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEETIN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HOW ZONES)
GENERAL
GENERAL NOTES
DISTURBED AREA: 0.70 AC
DATE STARTED
PROJECT NO
CONTRACT NO.:
DRAWING
NUMBER:
8/31 /22
20220136
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NOTE: 1. BACKFILL ALL REMOVED UTILITY TRENCHES, TREE REMOVAL, ETC, WITH SELECT FILL, COMPACTED TO 95% STANDARD PROCTOR.
GENERAL CONTRACTOR IS RESPONSIBLE D1 DROP R LEATED METAIL PIPE
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AND CONSTRUCTION. TYP. = TYPICAL
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PROJECT
THE DATE STARTED: 8/31122
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■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213
ZI�] ■ NC Landscape Architectural License No- C-427
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
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DATE STARTED: 8/31122
PROJECT NO.: 20220136
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324 Evans St., Greenville, NC 27858 [phone] [phone] (Fox)
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■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213
■ NC Landscape Architectural License No. C-427
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PROJECT THEENGINEER: TAT "� �CAR..,�DATE STARTED: 3j2QI23
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FILTREXX GREENLOXX REINFORGED
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s
PROJECT TAT
ENGINEER:
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DRAWN BY: SLJ
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95% RESPONSE TO COG COMMENTS
O4/21 /23
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95% ISSUE FOR REVIEW
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95°I° DESIGN
01130l23
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APPROXIMATE LOATION OF THE 1% FEMA
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COMMUNITY PANEL NUMBER 3720469700K.
BFE VARIES FROM 55.8 TO 45.8
130
GARNETT LLC
❑B 3653 PG 76
MB 26 PG 197, 19
PARCEL#: 35154
STORAGE
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128
GREAT PLACE PROPERTIES LLC
DB 1847 PG 176
MB 26 PG 197
PARCEL: 35155
10 5 0 10'
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F■
■ NC Engineering License Na. C-0206 ■ NC Architectural License No. 50213
�] NC Landscape Architectural License No- C-427
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
— TEMP X
OD/TCE --
x
x
1601
WILLIAM J. COCO AND
MATTHEW W. COCO
DB 2015E PG 254
MB 8 PG 67
PARCEL#: 19341
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126
ROBERT JENNETTE AND 124
RDDERICK P. 15LER
HOLLIE F. JENNETTE
DB 989 PG 362 DB 3526 102
MB 26 PG 197 MB 26 PGG 1977
PARCEL#: 35156 PARCEL##: 35157
CIVIL
GRADING PLAN
DATE STARTED:
8/31 /22
PROJECT NO.:
20220/36
CONTRACT NO.:
DRAWING
NUMBER.
C6-TEG

(D
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j-- PERMANENT DRAINAGE EASEMENT
W I
W I , METAL SHED AND
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PROJECT TAT
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DESIGNED BY- SLJ
DRAWN BY SLJ
CHECKED BY: TAT
B 95% RESPONSE TO COG COMMENTS 04/21/23 SLJ IF THIS BAR DOES NOT
A 95% ISSUE FOR REVIEW 03/23/23 SLJ MEASURE 1"THEN DRAWING IS 0 112
REV ISSUED FOR DATE BY NOT TO FULL SCALE
CROSS SECTION D
SEE SHEET C8 f'r
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WITH NEW 24-IN 18-GAUGE CMP 1
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■Engineering ■Architecture■Surveying ■Technology
324 Evans St., Greenville, NC 27858 [phone] [phone] (Fax)
4325 Lake Boone Trail, Suite 311• Raleigh, NC 27607 [phone] [phone] (Fax)
■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213
■ NC Landscape Architectural License No. C-427
Q_ 8" HW 6„ HW 72" HW
;6" MAGNOLIA
1%. 10" HW
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SEE NOTE 1
ACCESS FROM JAYCEE PARKING LOT
SEE SHEET D1
*4-
SOIL BORING
NOTES:
1. AREAS WITHIN LIMITS OF DISTURBANCE ON
PRIVATE PROPERTY REQUIRE A TEMPORARY
CONSTRUCTION EASEMENT.
2. SEE SHEET C8 FOR STREAM CROSS SECTION C
AND PIPE PROFILE ❑.
3. ADDITIONAL TREES MAY NEED TO BE REMOVED
THAT ARE OUTSIDE OF THE SURVEY BOUNDARY.
CONTRACTOR IS TO FLAG ALL TREES TO BE
REMOVED PRIOR TO THE PRE -CONSTRUCTION
MEETING FOR APPROVAL BY THE CITY.
NOTE:
THIS SHEET IS AN UPDATE TO THE HAZEN
SAWYER PLAN SHEET C7 AT THE SPECIFIC
LOCATIONS NOTED BELOW. INFORMATION
OUTSIDE OF THE TWO BOXES NOTED BELOW
ARE AS PRESENTED BY HAZEN SAWYER.
THE FOLLOWING UPDATES ARE MADE:
CIVIL
GRADING PLAN
CONTOURS INSIDE THE BOX ARE CHANGED
DUE TO HEC-RAS MODEL UPDATE.
AT THE REQUEST OF THE OWNER
ALUMINUM CMP IS SPECIFIED.
DATE: 3/ 15/23
HAZEN NC. 20220136
CONTRACT NO.:
DRAWING
NUMBER.
C7-TEG

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60
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56
55
54
53
52
51
50
49
48
47
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45
44
43
42
41
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60
59
58
57
56
55
54
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52
PROPOSED
51 GRADE
50
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49
48
47
46
45
44
43
42
41
40
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PROJECT TAT
ENGINEER:
DESIGNED BY: SLJ
LE
DRAWN BY: SLJ
95% RESPONSE TO COG COMMENTS
O4/21/23
SLJ
95% ISSUE FOR REVIEW
03/23/23
SLJ
CHECKED BY: TAT
C
95°I° DESIGN
01/30/23
SLJ
B
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11/23/22
SLJ
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NOT TO FULL SCALE
A
65% DESIGN
09/2022
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DATE
BY
55 55
54 54
J
STA: _-0+16.00
53 ELEV: = 49.28 53
52
51
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52
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38
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OF ROCKSOXX STONE TOE, TYP.
(SE I PHASE I DETAIL SHEET D4)
36
4
35
n n
0+00 0+20
CROSS SECTION F a@ STREAM CL STA. 2+22
THE
EAST
GROUP, P.A.
■Engineering ■Architecture ■ Surveying ■Technology
324 Evans St., Greenville, NC 27858 [phone] [phone] [Fox]
4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 (919) 784-93M [phone] (Fax)
■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213
r NC Landscape Architectural License No. C-427
55
54
53
52
51
STA: _-0+17.85
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50
55
54
53
52
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51
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41
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39
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37
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0+20
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GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
55
54
53
52
51
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50
49
48
47
45
45
44
FILTREXX GREENLOXX
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STABILIZATION 43
42
41
40
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38
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37
36
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00
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0+00
55
54
53
52
51
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50
49
48
47
46
45
44
PROPOSED
GRADE
43
42
41
40
39
38
84
37
36
35
0+ 20
CROSS SECTION H a1 STREAM CL STA. 5+00
H:1"=10' -V: 1"=2'
CIVIL
CROSS SECTIONS
HORIZONTAL SCALE: 1" = 10'
10 5 0 10,
2 0 2'
VERTICAL SCALE: Tq = 2'
DATE STARTED: 8131 /22
PROJECT NO-: 20220136
CONTRACT NO.:
DRAWING
NUMBER:
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E 95% RESPONSE TO COG COMMENTS O4/21123 SLJ DRAWN BY. SLJ =~ _ CIVIL CONTRACT NO.:
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DRAWN BY: SLJ
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04121123
SLJ
D
95% ISSUE FOR REVIEW
03/23/23
SLJ
CHECKED BY: TAT
C
95% DESIGN
01/30/23
SLJ
B
ISSUE FOR PERMITTING
11/23/22
SLJ
IF THIS BAR DOES NOT
MEASURE 1'" THEN DRAWING IS 0 112' 1'
NOT TO FULL SCALE
A
65% DESIGN
10/20/22
SLJ
REV
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DATE
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B 95% RESPONSE TO COG COMMENTS O4121123 SLJ IF THIS BAR DOES NOT
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324 Evans St-, Greenville, NC 27858 [phone]
4325 Lake Home Trail, Suile 311, Raleigh, NC 27507
[252] 830-39S4 (Fax)
[phone] [phone] (Fax)
■ NC Engineering License No. C-0206 ■ NC Architectural License No. 5020
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■ NC Landscape Architectural License No- C-427
NOTES:
1, FOR PLANTING SEQUENCE OF CONSTRUCTION,
GENERAL PLANTING NOTES AND DETAILED
PLANTING GUIDANCE, SEE SHEETS D6 AND D7.
2. CONTRACTOR TO SEED LAWN AREAS UNLESS
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CONTRACTOR TO REPLACE SOD IN LIKE KIND,
3. PLANTING AND SEEDING AREAS LISTED
HEREON REPRESENT THE TOTAL OF ALL
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SHEETS C14 AND C15.
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324 Evans St., Greenville, NC 27858 [phone] [phone] (Fax)
4325 Lake Boone Troii, Suite 311, Raleigh, NC 27607 [phone] [phone] (Fax)
■ NC Engineering !.+tense No. C-0206 ■ NC Architectural License No. 50213
NC Landscape Architectural License No. C-427
NOTES:
1. FOR PLANTING SEQUENCE OF CONSTRUCTION,
GENERAL PLANTING NOTES AND DETAILED
PLANTING GUfDANCE, SEE SHEETS DC AND D7,
2. CONTRACTOR TO SEED LAWN AREAS UNLESS
SOD EXISTS. FOR DISTURBED SOD AREA,
CONTRACTOR TO REPLACE SOD IN LIKE KIND.
3. PLANTING AND SEEDING AREAS LISTED
HEREON REPRESENT THE TOTAL OF ALL
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SHEETS C14 AND C15.
GREENVI LLE, NORTH CAROLI NA
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BANK
LENGTH
(FT}
LOCATION
STA.
STREAM BED ELEV
FILTREXX TOP
ELEV.
FILTREXX
BOTTOM ELEV.
SLOPE
{H:V}
FIL-20 {oMfT}
---
FIL-21 {OMIT}
FIL-22
RIGHT
84
UPSTREAM
1 +78
43.75
49.fl
43.0
1.5:1
DOWNSTREAM
2+82
40.50
48.4
41.0
FIL-23
RIGHT
21
UPSTREAM
2+62
40.50
48.D � 41.0
1.5:1 TRANSITION TO
1.3:1
DOWNSTREAM
2+83
4D.5�
47.D � 41.0
F! L-24
RIGHT
94.5
UPSTREAM
2+83
40.5D
47.0
41.D
DOWNSTREAM
3+77.5
4D,75
47.D
41.D
F!L-25
RIGHT
15
UPSTREAM
3+77.5
40.75
47.0
41.D
1.3:1 TRANSITION TO
1 5:1
DOWNSTREAM
3+92.5
40.4D
47.0
40.D
FIL-26
RIGHT
138.5
UPSTREAM
3+92.5
40.40
47.0
4D.0
1.5:1
DOWNSTREAM
5+31
38.83
46.4
39.0
FIL-27
RIGHT
1G
UPSTREAM
5+31
38.83
46.0
39.0
1.5:1
DOWNSTREAM
5+47
38.55
4t?.0
39.0
FIL-28
LEFT
34
UPSTREAM
1 +$$
43.05
50.0
44.0
2:1 TRANSITION TO 1.5:1
DOWNSTREAM
2+20
4D. 81
45. D
41, 0
F f L-29
LEFT
3fi.5
UPSTREAM
2+20
40.81
49.0 � 41.a
48.0 � 41.0
1.5:1
DOWNSTREAM
2+58.5
4D.48
FIL-3D
LEFT
22.5
UPSTREAM
2+58.5
40.48
48.D
41.Q
41.0
1.5:1 TRANSITION TO
1 3:1
DOWNSTREAM
2+79
4D.51
-----
48.0
FIL-31
LEFT
9D
UPSTREAM
2+79
40.51
48. D
41.0
1.3:1
DOWNSTREAM
3+fi9
40.95
4E.D
40.8
F1L-32
LEFT
12.5
UPSTREAM
3+$9
4D.95
46.D
40.8
1.3:1 TRANSITION TO
1.5:1
DOWNSTREAM
3+$1.5
40.66
45.0
40.5
FIL-33
LEFT
'! 27.5
UPSTREAM
3+81.5
40.6fi
45.0
4a.5
1.5:1
DOWNSTREAM
5+09
38.98
47.Q
39.0
FIL-34
LEFT
28
UPSTREAM
5+09
38.98
47.D
39.0
1.5:1 TRANSITION TO 2:1
DOWNSTREAM
5+37
38.68
47.0
39.0
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= m ENGINEER: ++r+ THE
o DESIGNED BY: SLJ ,,.�'' ��H.�ARo�; �.,, GREENVILLE, NORTH CAROLI NA PROJECT NO.: 2Q22D'f 36
EAST
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U DRAWN BY: SLJ �[,
ry E 95% RESPONSE TO COG COMMENTS O4121/23 SLJ 7480 GROUP PA DETAILS CONTRACT NO.:
N D 95% ISSUE FOR REVIEW 03123123 SLJ TAT ° STREAM DETAILS
CHECKED BY: = CEDAR LANE STREAM BANK DRAWING
N C 95% DESIGN 01/30/23 SLJ A'. e, ,:'Q :~ ■Engineering■Architecture■Surveying■Technology
5 B ISSUE FOR PERMITTING 11/23/22 SLJ IF THIS BAR DOES NOT ,,,p(jf!�EE' ��� 324 Evans St.. Greenville, NC 27858 [252] 758-3746 [252] a3a-39s4 [F°z] NUMBER:
i5 ° 0 1 /2" 1° ��� 0 L A A ttie 4325 Lake Boone Troi1, Suite 3M Raleigh, NC 27607 [phone] [phone] (Fax)
5 ¢ A 65 /° DESIGN 09/2022 SLJ MEASURE 1" THEN DRAWING IS ''�r,, ■ NC Engineering License No. C-0206 ■ NC Architectural License No, 50213 STABILIZATION
m REV ISSUED FOR PATE By NOT TO FULL SCALE aNC Landscape Architectural License No, C-427 D4-TEG
_j 2-3
FILTREXX - GREENLDXX FIL REINFORCED SLOPE STABILIZATION

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SEQUENCE OF PLANTING INSTALLATION:
1. APPLY AND TILL IN A 2-INCH BLANKET OF SPECIFIED COMPOST AND 2-INCH OF TOPSOIL (4 INCHES TOTAL). COMPOST SHALL BE
LEAFGROO OR AN APPROVED EQUAL. THE PAPER WORK, SAMPLE AND U.S. COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE
PROGRAM (STA) CERTIFICATIONS FOR ALL ALTERNATES SHALL BE SUBMITTED AND APPROVED PRIOR TO PURCHASE, ALTERNATES
MUST BE COMPOST APPROVED BY THE U.S. COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE PROGRAM.
2. APPLY SPECIFIED SEED MIX AT SPECIFIED RATE.
3. PLACE CERTIFIED WEED FREE STRAW ALL OVER DISTURBED AREAS THAT DO NOT HAVE FILTREXX BANK STABILIZATION OR COIR MAT.
4. RESEED ALL AREAS WITH LESS THAN 80% GERMINATION.
5. INSTALL A WATER BAG ON ALL TREES FOR THE FIRST FULL GROWING SEASON.
6. WATER ALL PLANTS ON A BIWEEKLY (ONCE EVERY TWO WEEKS) BASIS FOR THE FIRST FULL GROWING SEASON.
GENERAL PLANTING NOTES:
1. THIS PLAN IS FOR PLANTING PURPOSES ONLY, AND ANY OTHER INFORMATION SHOWN IS FOR REFERENCE ONLY. SEE SITE PLAN FOR
INFORMATION ABOUT ALL LAYOUT, GRADING AND OTHER SITE IMPROVEMENTS.
2. CALL NC ONE -CALL CENTER, INC. AT 811 TO MARK UTILITIES AT LEAST 72 HOURS BEFORE DIGGING.
3. PLANTS SHALL CONFORM TO THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. (ANSI Z60.1).
4, PLANT NAMES SHALL BE THOSE GIVEN IN THE LATEST EDITION OF STANDARD PLANT NAMES, AMERICAN COMMITTEE ON
HORTICULTURAL NOMENCLATURE,
5. TOPSOIL SHALL MEET SPECIFICATIONS OF THE CONTRACT DOCUMENTS.
6. THE CONTRACTOR SHALL SUBMIT REPRESENTATIVE SOIL SAMPLES FROM BOTH IN -SITU SOILS AND SOILS BROUGHT IN FROM OFF -SITE
TO A STATE LICENSED TESTING LABORATORY. THE CONTRACTOR SHALL INCORPORATE OR APPLY SOIL AMENDMENTS AND
FERTILIZATION BASED UPON RESULTS OF THE SOIL TESTS AND RECOMMENDATIONS BY THE TEST LAB.
7. THE CONTRACTOR SHALL STAKEOUT ALL PLANTING BEDS AND TREE LOCATIONS FOR APPROVAL BY THE ENGINEER AND CITY
REPRESENTATIVE BEFORE DIGGING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND COORDINATE PLANTINGS WITH ALL
EXISTING UTILITIES. IF DISCREPANCIES OCCUR BECAUSE OF UTILITY LOCATIONS OR OTHER EXISTING CONDITIONS THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND CITY REPRESENTATIVE IMMEDIATELY TO COORDINATE ANY NECESSARY ADJUSTMENTS.
8. ALL PLANT MATERIAL SHALL BE LABELED BY THE NURSERY AND DELIVERED WITH LABELS IN PLACE FOR INSPECTION. SUBSTITUTIONS
IN PLANT SPECIES OR SIZE WILL NOT BE PERMITTED EXCEPT WITH THE APPROVAL OF THE ENGINEER AND CITY REPRESENTATIVE. DO
NOT PRUNE UNTIL PLANT MATERIAL HAS BEEN PLANTED BUT AS SOON THEREAFTER AS IS ADVISABLE UNDER STANDARD
HORTICULTURAL PRACTICES. FOR TREE PRUNING AND CARE METHODS PLEASE REFER TO ANSI A-300, LATEST EDITION.
9. IT IS OF UTMOST IMPORTANCE THAT ALL PLANT MATERIAL BESET SLIGHTLY HIGHER IN RELATION TO GRADE THAN IT WAS GROWN IN
THE NURSERY BUT NO HIGHER THAN 3 INCHES AND WITH GOOD EARTH TO ROOT CONTACT. ANY MATERIALS OR WORK MAY BE
REJECTED BY THE ENGINEER OR CITY REPRESENTATIVE IF IT DOES NOT MEET THIS OR ANY OTHER REQUIREMENT OF THE
SPECIFICATIONS. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE,
10. THE CONTRACTOR SHALL WATER ALL PLANTS WELL ON THE DAY THEY ARE PLANTED.
11. IN CASE OF DISCREPANCIES BETWEEN QUANTITIES ON THE PLANT LIST AND THE PLAN, THE PLAN SHALL GOVERN.
12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEED ALL DISTURBED AREAS AS DIRECTED BY OWNER WHETHER OR NOT THEY ARE
SHOWN IN THE PLANTING PLAN.
SEED MIX SCHEDULES
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
QUANTITY
(LBS)
STREAMSIDE SEED MIX:
ERNST - NORTH CAROLINA
COASTAL PLAIN FACW SEED MIX
(ERNMX-302 OR APPROVED EQUAL)
REDTOP PANICGRASS
PANICUM RIGIDULUM
FACW
3 7
GREENWHITE SEDGE
CAREX ALBOLUTESCENS
FACW
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
FAC
FOX SEDGE
CAREX VULPINOIDEA
FACW
NARROWLEAF SUNFLOWER
HELIANTHUS ANGUSTIFOLIUS
FACW
SOFT RUSH
]UNCUS EFFUSUS
OBL
PATH RUSH
1UNCUS TENUIS
FAC
NARROWLEAF PRIMROSE WILLOW
LUDWIGIA LINEARIS
OBL
WOOLGRASS
SCIRPUS CYPERINUS
OBL
NEW YORK IRONWEED
VERNONIA NOVEBORACENSIS
FACW
RIPARIAN SEED MIX:
ERNST - NORTH CAROLINA
COASTAL PLAIN RIPARIAN SEED MIX
(ERNMX-301 OR APPROVED EQUAL)
RIVER OATS
CHASMANTHIUM LATIFOLIUM
FAC
3.5
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
FAC
INDIANGRASS
SORGHASTRUM NUTANS
FACU
SWITCHGRASS
PANICUM VIRGATUM
FAC
REDTOP PANICGRASS
PANICUM RIGIDULUM
FACW
FOX SEDGE
CAREX VULPINOIDEA
FACW
WINTER BENTGRASS
AGROSTIS HYEMALIS
FAC
GREENWHITE SEDGE
CAREX ALBOLUTESCENS
FACW
SLENDER WOODOATS
CHASMANTHIUM LAXUM
FACW
PARTRIDGE PEA
CHAMAECRISTA FASCICULATA
FACU
SOFT RUSH
JUNCUS EFFUSUS
OBL
SENSITIVE PEA
CHAMAECRISTA NICTITANS
FACU
NARROWLEAF SUNFLOWER
HELIANTHUS ANGUS77FOLIUS
FACW
NARROWLEAF PRIMROSE WILLOW
LUDWIGIA LINEARIS
OBL
NOTE TO CONTRACTOR:
1. APPLY STREAMSIDE AND RIPARIAN SEED MIX AT AN APPLICATION RATE OF 20 LB PER ACRE. SEEDING DATES ARE FROM 2/15-4/30 AND 8/15-10/31.
2. FOR STREAMSIDE SEEDING AREAS, SEED WITH A COVER CROP. USE JAPANESE MILLET (10 LBS PER ACRE; SEEDING DATES 5/1-8/31) OR GRAIN RYE (30 LBS PER ACRE;
SEEDING DATES 9/1-4/31).
3. FOR RIPARIAN SEEDING AREAS, SEED WITH A COVER CROP. USE JAPANESE MILLET (10 LBS PER ACRE; SEEDING DATES 5/1-8/31) OR GRAIN RYE (30 LBS PER ACRE; SEEDING
DATES 9/1-4/31).
4. FOR MAXIMUM SUCCESS, APPLY THE TEMPORARY SEED MIX AT THE SAME TIME AS THE PERMANENT SEED MIX. APPLY ACCORDING TO APPLICATION RATES.
PROJECT TAT
ENGINEER:
DESIGNED BY: SLJ
DRAWN BY: SLJ
E
95% RESPONSE TO COG COMMENTS
04/21/23MBY
D
95°% ISSUE FOR REVIEW
03/23/23CHECKED
BY: TAT
C
95°% DESIGN
01 /30/23
S
ISSUE FOR PERMITTING
11/23/22IF
THIS BAR DOES NOT
1" THEN DRAWING IS 0 1/2" 1"
I
TO FULL SCALE
A
65% DESIGN
09/2022MEASURE
REV
ISSUED FOR
DATENOT
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TREE PLANTING SCHEDULE
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
SIZE
MIN. SPACING
QUANTITY
STREAMSIDE PLANTING
AREA
QUANTITY
RIPARIAN PLANTING AREA
RIVER BIRCH
BETULA NIGRA
FACW
1.5-IN CALIPER
20 FT O.C.
3 *
BALD CYPRESS
TAXODIUM DISTICHUM
OBL
1.5-IN CALIPER
20 FT O.C.
3 *
SWEETBAY MAGNOLIA
MAGNOLIA VIRGINIANA
FACW
1,5-IN CALIPER
20 FT O.C.
3 *
RED MAPLE
ACER RUBRUM
FAC
1.5-IN CALIPER
20 FT O.C.
2 *
5 *
TREE
AMERICAN SYCAMORE
PLATANUS OCCIDENTALIS
FACW
1.5-IN CALIPER
20 FT O.C.
1*
6 *
NORTHERN RED OAK
QUERCUS RUBRUM
FACU
1.5-IN CALIPER
20 FT O.C.
0
7 *
AMERICAN BEECH
FAGUS GRANDIFOLIA
FACU
1.5-IN CALIPER
20 FT O.C.
❑
7 *
AMERICAN HORNBEAM
CARPINUS CAROLINIANA
I FAC
1.5-IN CALIPER
20 FT O.C.
2 *
5
NOTE TO CONTRACTOR:
TREE PLANTING IS NOT PERMITTED BETWEEN THE DATES OF JUNE 1 AND SEPTEMBER 1, OR WHEN THE GROUND IS FROZEN.
TOTAL
24 *
30
* TREES TO BE EVENLY DISTRIBUTED IN THE INDICATED PLANTING AREA.
LIVE STAKE PLANTING SCHEDULE
IDENTIFICATION
COMMON NAME
BOTANICAL NAME
WETLAND INDICATOR
STATUS
SIZE
MIN. SPACING
QUANTITY
LIVESTAKE AREA
EASTERN COTTONWOOD
POPULUS DELTOIDES
FAC
0.75 - 1.5 IN CALIPER
3 FT O.C.
94
ELDERBERRY
SAMBLICUS CANADENSIS
FACW-
0.75 - 1,5 IN CALIPER
3 FT O.C.
94
LIVE STAKES
SILKY DOGWOOD
CORNUS AMOMUM
FACW+
0.75 - 1.5 IN CALIPER
3 FT O.C.
94
SILKY WILLOW
SALIX SERICEA
OBL
0.75 - 1.5 IN CALIPER
3 FT O.C.
94
SOUTHERN ARROWWOOD
VIBURNUM DENTATUM
FAC
0.75 - 1.5 IN CALIPER
3 FT O.C.
94
NOTE TO CONTRACTOR:
PLANT LIVE STAKES IN 2 ROWS ON EACH BANK (SEE LIVE STAKE DETAIL). LIVE STAKES TO BE PLANTED DURING THEIR DORMANCY BETWEEN DECEMBER 1ST AND MARCH
1ST. TUBLEINGS TO BE SUBSTITUTED IF PLANTING IS TO OCCUR DURING THE GROWING SEASON BETWEEN APRIL 1ST AND OCTOBER 1ST.
TOTAL
470
SHRUB PLANTING SCHEDULE
IDENTIFICATION COMMON NAME
t
BOTANICAL NAME
WETLAND INDICATOR STATUS
SIZE
MIN. SPACING
QUANTITY
RIPARIAN AREA
SPICEBUSH
LINDERA BENZOIN
FAC
1 GALLON
10 FT O.C.
16
BLACK CHOKEBERRY
ARONIA MELANQCARPA
FAC
1 GALLON
10 FT O.C.
16
PAW -PAW
ASIMINA TRILOBA
FAC
1 GALLON
10 FT D.C.
16
SHRUBS
SOUTHERN WAX MYRTLE
MYRICA CERIFERA
FAC+
1 GALLON
10 FT D.C.
16
AMERICAN BEAUTYBERRY
CALLICARPA AMERICANA
FACU-
1 GALLON
10 FT O.C.
26
SOUTHERN ARROWOOD
VIBURNUM DENTATUM
FAC
1 GALLON
10 FT O.C.
16
NOTE TO CONTRACTOR:
SHRUB PLANTING IS NOT PERMITTED BETWEEN THE DATES OF TUNE 1 AND SEPTEMBER 1, OR WHEN THE GROUND IS FROZEN.
TOTAL
106
* SHRUBS TO BE EVENLY DISTRIBUTED IN THE INDICATED PLANTING AREA.
THE
EAST
GROUP, P.A.
■ Engineering +Archit ect wre m Surve ying ■ Tec h.nology
324 Evans St., Greenville, NC 27858 [phone] [phone] {Fax}
4325 Lake Boone Trail, Suite 311. Raleigh, Nc 27507 [phone] [phone] {Fax}
r NC Engineering License No, C-0206 ■ NC Architectural License No. 50213
■ NC Landscape Architectural License No. C-427
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
DETAILS
PLANTING NOTES AND TABLES
DATE STARTED
PROJECT NO
CONTRACT NO.:
DRAWING
NUMBER:
8/31 /22
20220136
D6-TEG

0
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
I SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
w7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4.1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
I GROUND STABILIZATION SPECIFICATION
IStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
TemperaTemperaa Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
a Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
+ Hydroseeding
■ Geotextile fabrics such as permanent soil
+ Rolled erosion control products with or
reinforcement matting
without temporary grass seed
+ Hydroseeding
Appropriately applied straw or other mulch
+ Shrubs or other permanent plantings covered
Plastic sheeting
with mulch
+ Uniform and evenly distributed ground cover
Sufficient to restrain erosion
■ Structural methods such as concrete, asphalt or
retaining walls
+ Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the sails being exposed during
construction, selecting from the NC DWR List of Approved PAMSIFlocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMSIFlocculant's and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite,
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
PROJECT TAT
ENGINEER:
DESIGNED BY. SLJ
EQUIPMENT AND VEHICLE MAINTENANCE
I. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
5. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
5. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow, Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORT H CAROLS NA
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to he used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
5. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available, At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8, Install at least one sign directing concrete trucks to the washout within the project
limits. Past signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
I. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site,
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
DRAWN BY- SLJ
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95%RESPONSE TO COG COMMENTS
O4121123
SLJ
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95% ISSUE FOR REVIEW
03123/23
SLJ
CHECKED BY- TAT
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95% DESIGN
01130/23
SLJ
B
ISSUE FOR PERMITTING
11/23/22
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IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS 0 112 1
NOT TO FULL SCALE
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14/20/22
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GROUP, P.A.
■Engineeriing ■Architect ure ■ Surveying ■ Technology
324 Evens St., Grwvill% NC 27858 (252) 758--3746 [phone] (Fax)
4325 Lake Boone Trail, Suite 311. Raleigh, NC 27607 [phone] [phone] (Fax)
■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213
t NC Landscape Architectu4 License No. C-427
G REENVI LLE, NORTH CAROLI NA
CEDAR LANE STREAM BAN K
STABILIZATION
EFFECTIVE: 04/01/19
DETAILS
GROUND STABILIZATION AND MATERIALS
HANDLING
DATE STARTED
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CONTRACT NO-:
DRAWING
NUMBER:
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
if no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
I. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6- Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. identification of the discharge outfalk inspected,
discharge
7 calendar days
2- Date and time of the inspection,
outfalls (Ws)
and within 24
3. Name of the person performing the inspection,
` hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event? 1.0 inch in
sheen, floating or suspended solids or discoloration,
I 24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective. actions taken.
(4) Perimvter of
{ At least once per
if visible sedimentation is found outside site limits, than a record
site
7 calendar days
of the following shall he made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1-0 inch in
2. Dt'.scription, r-vidence, and date of ccrrective. actions taken, and
24 hours
3. An explanation a, to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity tram the construction
or ottsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrr:ctivc actions taken, and
accossible)
event? 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office der Part kIL Section C. Item (2)(a) of this permit`
_.
(6) Ground
_... _. r_
After each phase
1, The phase of radio (installation of perimeter E&SC
R grading perimeter
stabilization
of grading
treasures, clearing and grubbing, installation of storm
measures
drainage facilities, comp ietton of all land -disturbing
activity, construction or redevelopment, permanent
ground coven.
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
i
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&5C plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or Complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
planar complete, state and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. 140 CFR 122,41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet Structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PROJECT TAT
ENGINEER
DESIGNED BY: SLJ
DRAWN BY: SLJ
E
95°Iv RESPONSE TO COG COMMENTS
O4121l23
SLJ
95% ISSUE FOR REVIEW
03/23/23
SLJ
CHECKED BY: TAT
C
95% DESIGN
01/30/23
SLJ
B
iSSUE FOR PERMITTING
11/23/22
SLJ
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS 0 112 �
NOT TO FULL SCALE
A
65% DESIGN
10/20122
SLJ
REV
ISSUED FOR
DATE
BY
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must he Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
+ They are 25 gallons or more,
■ They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0358.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
■
Within 24 hours, an oral or electronic notification.
deposition in a
■
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to add ressthe cause of the depa5ition ,
Division staff may waive the requirement for a written report on a
case -by -case basis.
■
If the stream is named on the NC 303 d list as impaired for sedinnent-
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
«
Within 24 hours, an aral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the Spill cr release.
substances per Item
1(bHc) above
(c) Anticipated
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)j
+
effect of the bypass.
Within 24 hours, an oral or electronic notification.
(d) Unanticipated _
bypasses [40 CFR
«
Within 7 colendar days, a report that includes an evaluation of the
122.41(m)(3)j
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
+
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7))
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6),
■
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
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THE
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GROUP, P.A.
■ Engineering ■ Archite c l um, ■ Surveying ■Technology
324 Evans St-, Green+ille, NC 27858 [phone] [phone] (Fox)
4325 Loke None Trail, Suits 311, Raleigh, NC 27607 [phone] [phone] {Fox}
■ NC Engineering License No. C-0206 ■ NC Architectural License No, 50213
NC Landscape Architectural License No. C-427
GREENVILLE, NORTH CAROLINA
CEDAR LANE STREAMBANK
STABILIZATION
f NORTH CAROLI NA
En ir-onm en tal Quality
EFFECTIVE: 04/01/19
i■�ry��r_eita■�
PROJECT NO-:
DETAILS
SELF -INSPECTION, RECORDKEEPING AND CONTRACT NO.:
REPORTING DRAWING
NUMBER:
8/31 /22
20220136
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