20201101 Ver 1_401 Application_20200827

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201101
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Fayetteville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
CrrY OF LUMBERTON LDFL DRAFT REMEDIAL ACTION PLAN
1a. Who is the Primary Contact?*
Robert Hopper
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/27/2020
Nearest Body of Water
Lower Raft Swamp - 030402030505
Basin
Lumber
Water Classification
WS-N;Sw
Site Coordinates
Latitude:
34.686167
A. Processing Information
County (or Counties) where the project is located:
Robeson
Is this a NCDMS Project
r Yes r No
Longitude:
-79.086083
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
1c. Primary Contact Phone:*
[phone]
L.1
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
38 - Hazmat Clean -Up
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Lumberton
2b. Deed book and page no.:
18L pg 127
2c. Responsible party:
City of Lumberton
2d.Address
Street Address
Mayor's Office
Address Line 2
500 N Cedar Street
city
Lumberton
Postal / Zip Code
28359
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / F rovince / Fbgion
NC
Country
us
2f. Fax Number:
r- Yes r No
r Yes r No

3. Applicant Information (if different from owner)
3a. Name:
Chen Zigiang
3b. Business Name:
NC DEQ Pre -Regulatory Landfill Unit
3c.Address
Street Address
217 West Jones Street
Address tine 2
CKY
Raleigh
Postal / Zip able
27603
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Robert
4b. Business Name:
CDM Smith
4c.Address
Street Address
5400 Glenwood Ave
Address tine 2
Suite 400
City
Raleigh
Postal / Zip Code
27612
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
PRLF712_20171009_QQQQQQQQ_Lumberton Granted RAP Access Permission.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
City of Lumberton
2. Project Identification
State / Province / legion
NC
Country
Wake
3e. Fax Number:
State / Province / Rion
NC
Country
US
4e. Fax Number:
2a. Property Identification Number:
2b. Property size:
937450033900
38.5
2c. Project Address
Street Address
0 Odum Road
Address Line 2
City
State / Rovince / Region
Lumberton
NC
Fbstal / Zip Code
Country
28359
US
39.67KB
3. Surface Waters

3a. Name of the nearest body of water to proposed project:*
Lower Raft Swamp - 030402030505
3b. Water Resources Classification of nearest receiving water:*
WS-IV;SW
3c. What river basin(s) is your project located in?*
Lumber
3d. Please provide the 12-digit HUC in which the project is located.
030402030505
4. Project Description and History
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:*
The site is currently vacant and is comprised of grass, scrub vegetation, and wooded land. A ditch
runs parrallel to the access road and western parcel boundary. The grass on the waste disposal
area is periodically mowed by City of Lumberton personnel. Utilities or structures were not
identified on the site property. Land use surrounding the site property consists of the following:
North: residential, agricultural, and wooded land;
❑ South: wooded land, followed by agricultural and residential land;
❑ East: Raft Swamp, a bottomland hardwood forest; and
❑ West: wooded and residential land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
8by11 USGS Topo NC_ Northwest _ Lumberton_ 20160614_TM_geo.pdf 3.2MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Robeson County Soils Map reducedRes.pdf 335.53KB
4f. List the total estimated acreage of all existing wetlands on the property:
16.3
4g. List the total estimated linear feet of all existing streams on the property:
866 feet
4h. Explain the purpose of the proposed project:*
The project will consolidate buried waste and provide a protective geotextile warning layer and a complete vegetated soil cover on
top of the wasting landfill to contain the wasting waste and prevent disruption of the landfill in the future. Near -surface waste will
be collected and buried beneath the cover layers.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Heavy earth moving equipment including excavators and bulldozers will be utilized to gather excess cover soil, place a minimum thickness layer of soil on top of the waste, place an
impervious cover layer, and place a minimum thickness layer of soil on top of the cover. The surface will be stabilized with grasses. Temporary erosion control measures and permanent
stormwater controls will be implemented to keep soils from being transported offsite.
4j. Please upload project drawings for the proposed project.
City of Lumberton LDFL_Draft RAP Plans_8-12-19.pdf 3.86MB
Impacts Figure based on C003GPPL.pdf 919.29KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
Wetlands along the landfill proposed impact areas were delineated in 2017 by Terracon and revised
in 2018 by CDM Smith in coordination with USACE.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2012-00243
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Rob Hopper
Agency/Consultant Company: CDM Smith
Other: (Terracon performed initial delineation in 2017.)
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
The Corps conducted a site visit on August 15, 2018 and issued a revised PJD on December 19, 2018.

Sd1. Jurisdictional determination upload
SAW-2012-00243 PJD.pdf
1.97 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r 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):
W Wetlands r Streams -tributaries ❑ Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
2g. Impact
Jurisdicition*M
area
WR1
Remove subsurface
T
ffHardwoodmland Forest
Waste Removal 1
Yes
Both
0.208
waste
(acres)
WR2
Remove surfacial was
T
Bottomland Hardwood Forest
Waste Removal 2
Yes
Both
2.555
(acres)
WR3
Remove subsurface
T
Bottomland Hardwood Forest
Waste Removal 3
Yes
Both
0.004
waste
(acres)
Remove subsurface
T
Bottomland Hardwood Forest
Waste Removal 4
Yes
Both
fR4
vraste
14=1
2g. Total Temporary Wetland Impact
3.114
2g. Total Wetland Impact
3.114
2h. Comments:
2g. Total Permanent Wetland Impact
0.000
Impacts involve removal of buried waste from areas 1,2, and 4, removal of surficial waste from area 3. Access and temporary erosion control
measures are included in these areas.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to wetlands will be limited to temporary impacts associated with installing the landfill cover around the edges of the landfill footprint.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Removal of surface waste in Raft Swamp wetlands will be conducted by clearing trees, but leaving the roots and only disturbing the ground surface as
need to access and remove waste distributed in the area.
Impacts to wetlands surrounding the landfill footprint will be limited to temporary clearing of trees to install the landfill cover layer.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts are only temporary including tree clearing and soil disturbance. There will be no loss or conversion of existing wetlands.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
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?
r Yes r No
If no, explain why:

Is not in a protected watershed with regulated buffers
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
A Stormwater Management Plan or Antidegradation Calculations are not applicable for this project because there are no eAsting or proposed built upon areas and therefore no
associated increases in runoff volume or velocity to the Raft Swamp receiving waters. The landfill remediation meets the definition of low density with zero built upon area.
The Lumberton pre -regulatory landfill, covering an area of 23.9 acres will be disturbed temporarily to consolidate, regrade, and apply a uniform soil cover layer over the buried waste
The replacement cover layer will include 6" of cover fill, a pervious geoteMile warning layer, 6" of cover fill, and 6" of topsoil over the waste. The entire landfill surface will be re -
vegetated with native grasses.
The proposed condition does not significantly differ from the eAsting condition with regards to runoff from the site or groundwater affects. The pre -construction and post -construction
runoff curve numbers will remain the same. Permanent stormwater control for the site includes grassed swales with riprap down chutes. Grassed swales are sized with 5' bottoms and
depth of 1' and placed to control runoff from 5-acre areas across the landfill as shown on plan sheet C-3. Down chutes at the ends of the swales are lined with riprap. Besides these
measures, there is no basis for a stormwater plan or antidegradation calculations.
The downstream receiving waters abutting the boundary of the landfill are the riparian wetlands associated with Raft Swamp, covering several acres between the landfill site and the
creek.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federallstate) land?*
r Yes r 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 (NEPAISEPA)?*
r Yes r No
Comments:*
The project, funded at the State level, does not require preparation of an environmental document because it does not have a potentially detrimental
environmental effect upon natural resources, public health and safety, natural beauty, or historical or cultural elements.
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)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C Yes r No
3b. If you answered "no," provide a short narrative description.
This project will not support or promote future development or impacts.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
r' Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No

5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Natural Heritage Program Website
hftps://ww.v.ncnhp.org/data/species-community-search
USFWS https://ecos.fws.gov/ipar/
Consultation Documentation Upload
Species List_ Raleigh Ecological Services Field Office.pdf 219.94KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Natural Heritage Program Website
hftps://www. n cn h p. o rg/data/species-commu n ity-search
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?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC (State) Historic Preservation Office Website
hftp://mmfv.hpo.ncdcr.gov/er.htm
7c. Historic or Prehistoric Information Upload
ER 18-1669 - SHPO Letter.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8b. If yes, explain how project meets FEMA requirements:
Project will remove surface waste from FEMA floodplain.
8c. What source(s) did you use to make the floodplain determination?*
NC FRIS: FIRM Panel 3710936400J
NC Flood Hazard Area GIS: NCFlood Prelim Robeson SHP
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
99.11 KB
Signature u
jJ By checking the box and signing below, I certify that:
• 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:
Robert Hopper
Signature

Date
8/27/2020

Division of Waste Management
North Carolina Department of Environmental Quality
Raleigh, NC 27699-1646
City of Lumberton LDFL
ID#: NONCD0000712
City of Lumberton
Property PIN: 937450033900
I represent the above referenced corporation and am authorized by the corporation to make
decisions about the property.
I hereby grant permission to the State and the State's representatives access to the property to
conduct remedial activities to protect public health and the environment from hazards that
resulted from past operations of a landfill that ceased operation prior to January 1, 1983. 1
agree to concurrently record a Plat Notice and a Declaration of Perpetual Land Use Restrictions.
�I T `< 07—
Name of Corporation (Print)
e of Authorized Representative
Name (Print)
Date �o -q-
Return to:
Ziqiang Chen, PhD, Environmental Engineer II
Pre -Regulatory Landfill Unit
Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
[� �Z Y INIHW.4Gr— R
Title (Print)

DEPARTMENT OF THE INTERIOR
ZUSGS U.S. DEU.S U.S. GEOLOGICAL SURVEY Oul US Top o
NORTHWEST LUMBERTON QUADRANGLE
NORTH CAROLINA- BESON CO.
7.5-6BNUTE SERIES
-d etl by N U Ke4 Sta —Ikl Su— SCALE 1:24 000 I-D 1
Ii
Th-
-,—L . ..... NORTHWEST LUMBERTON, NC

F'K.A

J /
EXISTING DRAINAGE DITCH\�__
o RESTORE GRAVEL \ \ \ \ _ �
U DRIVE AND GRASSLl- I \\ — —
o \—� — — W1
o I\ / \ \ / /'— — — TEMPORARY WETLAND IMPACT 1
a L 0� �— L p 1 LOD LOD LOD LOD �— L0' LOD D CO ( 9,067 SF (0.208 AC)
1,
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TEMPORARY WETLAND IMPACT 3 I ✓ / \ l��/ j i _ i
— I 167 SF (0.004 AC)
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146 -`
NOTES:
:2-t
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o_
CD
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1. CONTOURS SHOWN REPRESENT TOP OF FINAL COVER. TOP OF WASTE IS A
MINIMUM OF 1.5' BELOW GRADE. SEE DETAIL A ON SHEET CD-1.
i
o
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2. EXCAVATE HATCHED AREAS TO COMPLETELY REMOVE ALL WASTE DOWN TO
^ °'
U
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CLEAN AND COMPETENT SUBGRADE. SUBGRADE SHALL BE APPROVED BY
0 N
w
ENGINEER PRIOR TO BACKFILLING. APPROXIMATE TOTAL VOLUME OF WASTE
o
o
' '
FROM (3) WASTE EXCAVATION AREAS IS 1,500 CY.
Of
W U
O
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3. RESTORE WETLANDS WITHIN HATCHED AREAS PER SECTIONS ON SHEETS C-4
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/
w
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PLAN
1 "=80'
SURFICIAL WASTE AREA
4. SURFICIAL WASTE BOUNDARY IS APPROXIMATE BASED ON AVAILABLE DATA.
5. VISUAL INSPECTION OF THE AREA SHOWS MUCH OF THE WASTE TO BE LARGE
METAL SCRAPS. NO EXCAVATION WILL BE REQUIRED IN THIS AREA.
6. THE ENTIRETY OF THE SURFICIAL WASTE AREA IS WITHIN WETLANDS AND A
PORTION IS IN RAFT SWAMP. SPECIALIZED EQUIPMENT TO REMOVE THE WASTE
WITH MINIMAL DISTURBANCE TO THE AREA MAY BE REQUIRED.
DESIGNED BY: —
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
8/27/2020
Cmith
,DM Smith Inc.
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC License No. F-1255
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
DRAFT REMEDIAL ACTION PLAN
AREA 3
�2,332 SF
/ / / I/ v
iI
l
I F:-r,F7NI n
W2
TEMPORARY WETLAND IMPACT 2
1 1 1,279 SF (2.555 AC)
WASTE REMOVAL
AREA 2
/ 59,238 SF
REMOVE ALL WASTE FROM
SURFICIAL WASTE AREA
/SEE NOTES
/ APPROX 64,263 SF
A,
A,
/i
I&
A,
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WASTE REMOVAL IN WETLAND AREA
TEMPORARY WETLAND IMPACT AREA
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WETLAND IMPACTS
N
1 " = 80'
40 0 80
JECT NO. 127844-227606
NAME:
SHEET NO.
FIGURE 1

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. I Iamilton
August 24, 2018
Rob Hopper
CDM Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Lumberton Landfill Remedial Action Plan, 0 Odum Road, Lumberton, Robeson County, ER 18-1669
Dear Mr. Hopper:
Thank you for your letter of July 24, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
60y, Ramona
M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2018-SLI-1096
Event Code: 04EN2000-2018-E-02234
Project Name: Lumberton Landfill Remedial Action Plan
71.
Fisdi s WIIJJUrV.
14L'][ ,N,pf
t
July 24, 2018
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16U.S.C. 1531 etseq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

07/24/2018 Event Code: 04EN2000-2018-E-02234
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws. o� rg atoI3 birds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

07/24/2018 Event Code: 04EN2000-2018-E-02234
Attachment(s):
• Official Species List

07/24/2018 Event Code: 04EN2000-2018-E-02234
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

07/24/2018 Event Code: 04EN2000-2018-E-02234
Project Summary
Consultation Code: 04EN2000-2018-SLI-1096
Event Code: 04EN2000-2018-E-02234
Project Name: Lumberton Landfill Remedial Action Plan
Project Type: Landfill
Project Description: The project is on a 38 acre parcel just north of Old Sawmill Road in
Lumberton and owned by the City of Lumberton. The disturbance area on
top of the existing closed landfill is approximately 24 acres. Waste
redistribution, regrading, and capping is expected to take 6 months and
construction is planned for late 2018 or early 2019.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.goo�le.com/mgps/Tlace/34.68491363838248N79.08375817983116W
F--
Counties: Robeson, NC

07/24/2018 Event Code: 04EN2000-2018-E-02234 3
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
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.
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws. og v/ecp/species/7614
Wood Stork Mycteria americana
Population: AL, FL, GA, MS, NC, SC
No critical habitat has been designated for this species.
Species profile: https://ecos.fws. og v/ecp/species/8477
Reptiles
NAME
American Alligator Alligator mississippiensis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws. og v/ecp/species/776
STATUS
Endangered
Threatened
STATUS
Similarity of
Appearance
(Threatened)

07/24/2018 Event Code: 04EN2000-2018-E-02234
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws. og v/eo/species/5217
Critical habitats
I hERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

CITY OF LUMBERTON LDLF
LUMBERTON, ROBESON COUNTY, NORTH CAROLINA
CITY OF LUMBERTON LDLF
DRAFT REMEDIAL ACTION PLAN
Oak Grove p1
Baptist Church
1030
Vision of Hope °
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AUGUST 2019
PREPARED BY-
DM Smith Inc.
5400 Glenwood Avenue, Suite 400
Raleigh, NC 276121 Tel: [phone]
NC F-1255
C
INDEX OF DRAWINGS
G-1 COVER SHEET
G-2 GENERAL NOTES AND LEGEND
C-1 EXISTING SITE CONDITIONS PLAN
C-2 STAGING AND EROSION CONTROL PLAN
C-3 FINAL GRADING PLAN
C-4 PROPOSED SECTIONS I
C-5 PROPOSED SECTIONS II
CD-1 DETAILS AND TYPICAL SECTIONS
CD-2 EROSION CONTROL DETAILS
CD-3 EROSION CONTROL NOTES
100% SUBMITTAL - NOT FOR CONSTRUCTION
CDM SMITH PROJECT No. 127844-227606

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BOUNDARY AND MARKER SYMBOLS
SYMBOL FEATURE
LOD - LOD LIMITS OF DISTURBANCE
- - EIS PROPERTY LINE
MONITORING WELL
GP-1 O GAS PROBE
TW-29 ® TEMPORARY WELL
B1-2 BORING
x x x
SF SF SF SF
STREAM CENTERLINE
LANDFILL WASTE LIMITS
PHASE BOUNDARY
CHAIN LINK FENCE
SILT FENCE
INSUFFICIENT COVER AREA
STRUCTURE AND DRAINAGE SYMBOLS
SYMBOL FEATURE
BUILDING OR STRUCTURE FOOTPRINT
EDGE OF WOODS
5%
150
152
-150 - -
DIRECTION OF FLOW FOR STORM WATER/GRADE SLOPE
q OF PIPING OR OTHER
PROPOSED DRAINAGE DITCH
SURVEYED WETLANDS (MAY 2017)
SWAMP
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SILT FENCE OUTLET
STONE CHECK DAM
SEDIMENT TRAP
SECTION CUT SYMBOLS
SECTION NUMBER
1
A-12
-TION LINE SHEET WHERE SECTION IS LOCATED.
IF THE SECTION IS SHOWN ON THE
SAME SHEET IT IS CUT, THE SHEET
NUMBER IS REPLACED WITH A DASH.
THIS SYMBOLOGY IS USED
FOR SHORT SECTION
CUTS ONLY.
DETAIL CALL OUT SYMBOLS
DETAIL LETTER------,,
LEADER LINE
SHEET WHERE DETAIL
IS LOCATED
IF MULTIPLE DETAILS REFER TO THE SAME AREA OF
THE DRAWING, THE BUBBLES ARE STACKED SIDE BY SIDE.
ABBREVIATIONS
#
NUMBER
&
AND
0
DIAMETER
@
AT
ACM
ASBESTOS CONTAINING MATERIAL
ASPH
ASPHALT
BEG
BEGINNING
CL
CENTER LINE
CY
CUBIC YARDS
CONC
CONCRETE
CPP
CORRUGATED HDPE PIPE
EL
ELEVATION
EIP
IRON PIPE BOUNDARY MARKER
EP
EDGE OF PAVEMENT
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
FM
FORCE MAIN
FT
FEET/FOOT
GC
GEOCOMPOSITE
GCL
GEOCOMPOSITE CLAY LINER
GPS
GLOBAL POSITIONING SYSTEM
H
HORIZONTAL
HDPE
HIGH DENSITY POLYETHYLENE
HP
HIGH POINT
INV
INVERT
LP
LOW POINT
MAX
MAXIMUM
MFR
MANUFACTURER
MIN
MINIMUM
MISC
MISCELLANEOUS
MON
MONUMENT
MOT
MAINTENANCE OF TRAFFIC
NAD
NORTH AMERICAN DATUM
NAVD
NORTH AMERICAN VERTICAL DATUM
NO
NUMBER
NTS
NO POINT SET
NTS
NOT TO SCALE
OC
ON CENTER
OHE
OVERHEAD ELECTRIC
OSHA
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PC
POINT OF CURVE
PERF
PERFORATED
PI
POINT OF INTERSECTION
PT
POINT
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
R/W
RIGHT-OF-WAY
RCP
REINFORCED CONCRETE PIPE
REQ'D
REQUIRED
S
SECONDARY LINER
SB
STONE MONUMENT BOUNDARY
SDR
STANDARD DIAMETER RATIO
SCH
SCHEDULE
SS
STAINLESS STEEL OR STORM SEWER
STA
STATION
TEL
TELEPHONE
TEMP
TEMPORARY
TR
TRIANGULATION POINT
TYP
TYPICAL
V
VERTICAL
W
WIDTH
W/
WITH
WWF
WELDED WIRE FABRIC
WV
WATER VALVE
DRAWING, SECTION AND DETAIL TITLES
SUBTITLE OR DESCRIPTION
PLAN
LIQR rd i k trams
J/ `F = I -U
1 /4'$ = 1'-0"
SECTION NUMBER
SHEET WHERE CUT IS
TAKEN
IF SECTION OR DETAIL IS DRAWN
ON THE SAME SHEET THAT IT IS
TAKEN FROM, THE SHEET NUMBER
IS REPLACED WITH A HYPHEN. IF
THE SECTION IS REFERENCED ON
MULTIPLE SHEETS, THE SHEET NUMBER
SHOWN INDICATES THE FIRST SHEET
THE SECTION IS TAKEN FROM.
SHEET WHERE DETAIL IS TAKEN
SURVEY CONTROL NOTES:
1. ALL SURVEY DATA OF THE PROJECT AREA WAS TAKEN FROM ROBESON COUNTY GIS (2018) AND REFERENCE
INFORMATION PROVIDED BY TERRACON CONSULTANTS, INC. DATED OCTOBER 30TH, 2017. THE CONTRACTOR IS
ADVISED THAT ACTUAL CONDITIONS MAY VARY. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF
EXISTING CONDITIONS PRIOR TO STARTING WORK. ROBESON COUNTY AND CDM SMITH ARE NOT RESPONSIBLE
FOR CLAIMS, DAMAGES, OR LIABILITY ARISING FROM THE USE OF THE EXISTING CONDITIONS PROVIDED IN THIS
DRAWING SET.
2. THE CONTRACTOR SHALL CONFIRM THE ACCURACY OF ANY BENCHMARKS/COORDINATES PROVIDED WITHIN
THESE DRAWINGS.
3. HORIZONTAL COORDINATES (NORTHINGS AND EASTINGS) SHOWN HEREIN ARE REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD83). THE COORDINATES ARE NORTH CAROLINA STATE PLANE COORDINATES
UNLESS OTHERWISE NOTED. ELEVATIONS AND CONTOURS SHOWN HEREIN ARE BASED ON THE NATIONAL
VERTICAL DATUM OF 1988 (NAVD88).
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE COUNTY
HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS
AGENTS.
• FOR UTILITY LOCATIONS CALL NORTH CAROLINA ONE -CALL @ 1-800-632-4949.
• FOR LOCATION OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT UTILITY OWNER.
GENERAL NOTES:
1. THE CONTRACTOR IS ADVISED OF THE PRESENCE OF LANDFILL GAS IN THE PROJECT AREA. THESE
GASES ARE EMITTED FROM THE SURFACE OF THE LANDFILL AND CAN ACCUMULATE IN STRUCTURES.
THE CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF THE DANGERS OF WORKING IN THE
PRESENCE OF THESE GASES AND FOR PROVIDING PROPER SAFETY TRAINING AND EQUIPMENT FOR
THE WORK FORCE.
2. THE CONTRACTOR IS ADVISED OF THE POSSIBILITY OF ASBESTOS CONTAINING MATERIAL (ACM). NO
ASBESTOS HAS BEEN IDENTIFIED AT THE SITE DURING PRELIMINARY SAMPLING AND RELATED
INVESTIGATIONS. THE SUBCONTRACTOR WILL HAVE A TRAINED ASBESTOS INSPECTOR AVAILABLE IF
SUSPECT ACM IS IDENTIFIED DURING CONSTRUCTION. IF ACM IS IDENTIFIED, SAMPLES WILL BE
COLLECTED BY THE INSPECTOR TO DETERMINE IF ASBESTOS IS PRESENT AT CONCENTRATIONS
GREATER THAN 1 %. NO ACTIVITY IN THE VICINITY OF THE ACM WILL TAKE PLACE UNTIL SAMPLE
RESULTS ARE EVALUATED BY ENGINEER. BASED ON THE ANALYTICAL RESULTS, CONSTRUCTION
ACTIVITIES WILL CONTINUE OR AN ASBESTOS MANAGEMENT PLAN WILL BE DEVELOPED.
3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING, MAINTAINING, AND RESTORING ALL SITE UTILITIES,
PRESERVATION AREAS, AND FACILITY SERVICES.
4. NO SMOKING IS ALLOWED ON THE JOB SITE.
5. CONTRACTOR SHALL PROTECT AND NOT DISTURB SURROUNDING ADJACENT PROPERTIES, INCLUDING,
BUT NOT LIMITED TO 2388 ODUM RD.
6. CONTRACTOR IS RESPONSIBLE FOR COMPLETELY RESTORING GRAVEL DRIVE ADJACENT TO 2388
ODUM RD. TO ITS ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT. DETAILED
PRECONSTRUCTION PHOTOS, VIDEO, AND/OR SURVEY IS REQUIRED.
7. AS PER THE CONTRACT, THE CONTRACTOR IS TO PERFORM ALL WORK ON THE PROPERTY OF:
CITY OF LUMBERTON
0 ODUM RD.
TAX P.I.N. 937450033900
8. NO MORE THAN 1 /2 ACRE OF WASTE SHALL BE UNCOVERED AND EXPOSED AT ANY ONE TIME.
9. THERE SHALL BE NO EXPOSED WASTE DURING NON -WORKING HOURS OR RUNOFF PRODUCING
EVENTS. WASTE ON SITE DURING THESE TIMES MUST BE COVERED WITH TEMPORARY MEASURES.
10. ALL WASTE, WITH THE EXCEPTION OF TIRES, RECYCLABLE METALS, ANY HAZARDOUS MATERIALS
ENCOUNTERED, SHALL BE HANDLED ON SITE AND USED AS FILL MATERIAL BELOW THE FINAL COVER
SYSTEM.
11. RUBBER TIRES SHALL BE REMOVED DURING EXCAVATION, STOCKPILED SEPARATELY, AND DISPOSED
OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.
12. LARGE RECYCLABLE METALS SHALL BE SEPARATED, STOCKPILED, AND HAULED OFF -SITE AND
DISPOSED OF AT AN APPROVED RECYCLING FACILITY.
13. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL EXCAVATION TRENCHES AND THE
COMPLIANCE WITH O.S.H.A. REGULATIONS AND STANDARD. NO DISTURBED SLOPE MAY BE STEEPER
THAN 2H:1V UNLESS OTHERWISE APPROVED BY THE ENGINEER.
14. IN NO INSTANCE SHALL THE CONTRACTOR ALLOW LEACHATE TO ESCAPE FROM THE PROJECT SITE.
ANY LEACHATE SHALL BE CONTAINED AND MANAGED IN PLACE. IN THE EVENT OF A LEACHATE SEEP,
THE CONTRACTOR SHALL:
• EXCAVATE A MINIMUM OF 3 FEET INTO THE SOLID WASTE, AT LEAST 5 FEET IN DIAMETER,
CENTERED AROUND THE SOURCE OF THE SEEP.
• FILL THE EXCAVATION WITH A MINIMUM OF 2 FEET OF NCDOT NO. 5 STONE AND COVER
WITH A MINIMUM OF 12 INCHES OF COMPACTED SOIL TO MATCH EXISTING GRADE.
• WORKER SAFETY AND PROTECTION SHALL BE EXERCISED AT ALL TIMES. WORKERS SHALL
CONTINUOUSLY MONITOR LANDFILL GAS.
• THE EXCAVATED WASTE SHALL BE USED ON -SITE AS FILL IN AN APPROPRIATE AREA
BELOW THE FINAL COVER SYSTEM.
SEQUENCE OF CONSTRUCTION:
THE FOLLOWING REPRESENTS ONE LOGICAL SEQUENCE OF WORK THAT WAS USED
DURING THE PLANNING AND PREPARATION OF THE CONSTRUCTION PLANS AND PERMITS.
THE CONTRACTOR MAY PETITION THE ENGINEER AND PERMITTING AGENCY TO REVISE THIS
PLAN IF IT CONFLICTS WITH THE CONTRACTOR'S PROPOSED WORK PLAN, AT NO
ADDITIONAL COST TO THE OWNER.
1. HOLD PRE -CONSTRUCTION CONFERENCE WITH NCDEQ, ENGINEER AND ALL MAJOR
SUBCONTRACTORS.
2. OBTAIN ALL PERMITS NECESSARY FOR THE WORK.
3. IDENTIFY LIMITS OF DISTURBANCE, PROJECT PHASE AREAS, AND
STAGING/STOCKPILING AREAS.
4. ESTABLISH SITE ACCESS AND ESTABLISH ENTRANCE/EXIT WITH APPROPRIATE
SIGNAGE, AND TEMPORARY CONSTRUCTION ENTRANCES.
5. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
6. TIMBER SITE AND CLEAR AND GRUB THE AREA NECESSARY TO INSTALL EROSION
AND SEDIMENT CONTROL DEVICES. BEGIN WITH INSTALLATION OF (4) SEDIMENT
TRAPS, FOLLOWED BY DIVERSION DITCHES AND REMAINING DEVICES.
7. INSTALL SITE ACCESS ROADS AS NEEDED AND PREPARE STOCKPILE AND STAGING
AREAS.
8. CLEAR AND GRUB PHASE 1. REMOVE AND STOCKPILE CLEAN COVER SOIL MATERIAL
FOR FUTURE USE. CONTRACTOR MAY STRIP AND STOCKPILE ONLY CLEAN MATERIAL
AS VERIFIED BY ENGINEER AND REQUIRED SOIL TESTING PER SPECIFICATIONS. AREAS
OF SHALLOW COVER ARE SHOWN ON C-2.
9. EXCAVATE WASTE FROM DESIGNATED AREAS AND FILL WITHIN PHASE 1 TO ACHIEVE
SLOPES IDENTIFIED ON THE GRADING PLAN (SHEET C-3). EXCAVATED WASTE MAY
BE USED AS FILL IN ANY PHASE LOCATION PROVIDED THAT IT IS BELOW THE FINAL
COVER SYSTEM AND AT NO TIME EXPOSED.
10. INSTALL 6-INCH INTERMEDIATE COVER (OR VERIFY EXISTING 6 INCHES), NONWOVEN
GEOTEXTILE WARNING LAYER, AND 6-INCH COVER FILL WITHIN PHASE 1.
11. CLEAR AND GRUB PHASE 2 AND REMOVE
COVER SOILS UP TO
WITHIN 6 INCHES OF
WASTE CONCURRENTLY WITH INSTALLATION
OF PHASE
1 COVER
FILL. ADDITIONAL
SUITABLE MATERIALS RECOVERED MAY BE
STOCKPILED
FOR FUTURE USE.
12. STABILIZE PHASE 1 PRIOR TO BEGINNING
ANY PHASE
2 WASTE
EXCAVATION AND
INSTALL EROSION CONTROL MATTING ON ALL SLOPES
3H:1V OR
GREATER.
13. COMPLETE PHASES 2 THROUGH 8 USING A SIMILAR SEQUENCE AS PROVIDED FOR
PHASE 1.
14. PHASE 9 (SURFICIAL WASTE) MAY BE PERFORMED BEFORE, AFTER, OR IN
CONJUNCTION WITH PHASES 1-8. SEE SHEET C-3 FOR SURFICIAL WASTE
PROCEDURE.
15. INSTALL PERMANENT DIVERSION DITCHES AND RIPRAP STABILIZATION AS PART OF
THE PHASED WORK AS IDENTIFIED ON THE PLANS. PERFORM MAINTENANCE ON THE
SEDIMENT TRAPS AS IDENTIFIED ON THE DETAILS AND EROSION CONTROL NOTES.
16. GRADE ANY REMAINING, CLEAN, STOCKPILE MATERIAL IN WITH PHASE 1. REMOVE
ESTABLISHED STOCKPILE AREAS.
17. TRANSPORT AND PROPERLY DISPOSE OF TIRES, RECYCLABLE METALS, AND ANY
EXCESS SITE MATERIAL.
18. COMPLETE ALL MISCELLANEOUS WORK AND CLEAN-UP. FOLLOWING LQS APPROVAL
OF THE SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL MEASURES.
19. REMOVE ALL EQUIPMENT AND UNUSED MATERIALS FROM THE SITE AND STABILIZE
ANY AREAS DISTURBED AS PART OF THE FINAL WORK.
20. ENSURE COMPLETION AND PROPER FUNCTION OF PERMANENT DIVERSION DITCHES,
RIPRAP CHUTES, AND PERMANENT SEEDING/STABILIZATION MEASURES.
DESIGNED BY: M. BROKAW
DRAWN BY: R. BOGGSCDM
SHEET CHK'D BY: D. FORBES
GROSS CHK'D BY: M. COLONE
APPROVED BY: R. NAGEL
DATE: AUGUST 2019
Smith
CDM Smith Inc.
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC License No. F-1255
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
I D RAFT REMEDIAL ACTION P LAN
GENERAL NOTES AND LEGEND
PROJECT NO. 127844-227606
FILE NAME: G002GNLG.DWG
SHEET N0.
G-2
REV.
N0.
DATE
DRWN
CHKD
REMARKS
100% - NOT FOR CONSTRUCTION

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CONTRACTOR SHALL NOTE THAT SHADED AREAS HAVE LESS THAN 1.5' OF
/
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COVER ABOVE WASTE. FOLLOWING CLEARING AND GRUBBING THESE AREAS
ARE NOT RECOMMENDED TO BE STRIPPED FOR REUSABLE COVER SOIL. NO
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4.
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35'x7O', BASED ON PEAK FLOW CALCULATIONS. SEE DETAIL C ON SHEET
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PHASE 3 / IN,
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SURFICIAL WASTE AREA
�I/ PHASE 9 ��
23 I 1 I ��
loll
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25 \ " - \�I III / �// /� _ _ / \ II
142,-- \,�II�IIIII/
PLAN
1 "=80'
SEE NOTE 2
AREA
TABLE (ACRES)
LIMITS
OF
DISTURBANCE
23.9
PHASE
1
2.03
PHASE
2
2.10
PHASE
3
2.60
PHASE
4
1.81
PHASE
5
2.55
PHASE
6
2.25
PHASE
7
2.68
PHASE
8
2.66
PHASE
9
1.47
NOTE:
1. EXCAVATION PHASE AREAS ARE INTENDED TO
PROVIDE A GENERAL SEQUENCE OF CONSTRUCTION.
EXCAVATION SHALL ALLOW NO MORE THAN 1 /2
ACRE OF WASTE TO BE EXPOSED AT ANY TIME.
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY: -
DATE:
M. BROKAW
CDM_
M. BROKAW
D. FORBES
Smith
M. COLONE
R. NAGEL CDM Smith Inc.
5400 Glenwood Avenue, Suite 400
AUGUST 2019 Raleigh, NC 27612 I Tel: [phone]
NC License No. F-1255
TEMPORARY
SEEDING
EXISTING GRADE
(SLOPE VARIES)
COMPACTED FILL
A.
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I
A
A
A
\I
A.
A.
A.
A.
A.
EXISTING GRADE
(SLOPE VARIES)
18"
i\\\/\�\// IL TEXTURED
16 OZ NON -WOVEN LLD EGEOMEMB ANE
GEOTEXTILE
POTENTIAL WASTE
NOTES:
1. DETAIL SHOWS MINIMUM REQUIRED DIMENSIONS FOR TEMPORARY DIVERSION DITCH.
ACTUAL DIMENSIONS OF DITCH MAY VARY DUE TO CHANGES IN SURROUNDING GRADE.
2. MAXIMUM SLOPE IS 3H: 1 V. STEEPER SLOPES MAY BE NEEDED IN CERTAIN LOCATIONS TO
TIE TO EXISTING GRADE, WHICH MUST BE APPROVED BY THE ENGINEER BEFORE
ESTABLISHING.
LINED TEMPORARY DIVERSION DITCH
DETAIL A
NTS -
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
DRAFT REMEDIAL ACTION PLAN
STAGING AND EROSION
CONTROL PLAN
N
1 " = 80'
40 0 80
DISTURBANCE LIMIT POINTS
POINT NO.
NORTHING
EASTING
1
340780.07
1973745.22
2
340792.14
1974106.21
3
340776.40
1974153.14
4
340788.44
1974717.39
5
340748.87
1974858.44
6
340707.55
1974952.75
7
340767.60
1975112.19
8
340807.20
1975221.02
9
340706.87
1975356.29
10
340659.55
1975452.48
11
340637.11
1975548.50
12
340505.51
1975636.51
13
340340.81
1975609.82
14
340266.60
1975490.08
15
340281.58
1975391.47
16
340083.56
1975289.50
17
339982.94
1975163.24
18
339949.51
1975123.09
19
339941.12
1975032.73
20
339992.39
1974987.34
21
340002.33
1974861 .53
22
339968.87
1974750.35
23
339927.54
1974587.07
24
339881.65
1974589.61
25
339867.82
1974452.09
26
339907.45
1974320.30
27
339994.53
1974266.96
28
340267.00
1974263.82
29
340406.15
1974196.12
30
340535.36
1974157.75
31
340595.84
1974107.85
32
340770.72
1974059.38
33
340761.14
1973746.63
NOTE
HORIZONTAL CONTROL POINT DATA BASED ON
HORIZONTAL DATUM NAD83 (2007) NORTH
CAROLINA STATE PLAN COORDINATES.
PROJECT NO. 127844-227606
FILE NAME: C002ESPL.DWG
SHEET NO.
C-2
100% - NOT FOR CONSTRUCTION

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1. CONTOURS SHOWN REPRESENT TOP OF FINAL COVER. TOP OF WASTE IS A MINIMUM OF 1.5'
BELOW GRADE. SEE DETAIL A ON SHEET CD-1.
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2. EXCAVATE HATCHED AREAS TO COMPLETELY REMOVE ALL WASTE DOWN TO CLEAN AND
cn COMPETENT SUBGRADE. SUBGRADE SHALL BE APPROVED BY ENGINEER PRIOR TO BACKFILLING.
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E 110� w SHALL BE INSTALLED APPROXIMATELY EVERY 100' AS SHOWN.
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PLAN
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DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY: —
DATE:
M. BROKAW
CDM_
M. BROKAW
D. FORBES
Smith
M. COLONE
R. NAGEL
AUGUST 2019
CDM Smith Inc.
5400 Glenwood Avenue, Suite 400
Raleigh, INC 27612 I Tel: [phone]
INC License No. F-1255
I ,
I ` 1 3 0+00 I , 1 +00 2+00
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SURFICIAL WASTE AREA >(
SEE NOTES /
3+00/3+,50'
ml & &
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WASTE EXCAVATION \ \ /> C +-
AREAS (TYP. 4) \ I / +,-- N
SEE NOTES 2, 3, & 47 - - / �N
142,_
743 SURFICIAL WASTE NOTES
144 ____
1451. SURFICIAL WASTE BOUNDARY IS APPROXIMATE BASED ON AVAILABLE DATA.
__
2. VISUAL INSPECTION OF THE AREA SHOWS MUCH OF THE WASTE TO BE LARGE METAL SCRAPS.
3. THE ENTIRETY OF THE SURFICIAL WASTE AREA IS WITHIN WETLANDS AND A PORTION IS IN RAFT SWAMP. SPECIALIZED EQUIPMENT TO
REMOVE THE WASTE WITH MINIMAL DISTURBANCE TO THE AREA MAY BE REQUIRED.
4. THE CONTRACTOR MUST SUBMIT A PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO ANY WORK IN THE SURFICIAL WASTE AREA. THE
PLAN SHALL INCLUDE ALL METHODS AND MEANS USED TO REMOVE THE WASTE AND MUST ADHERE TO THE FOLLOWING:
• THE CONTRACTOR SHALL ACCESS THE AREA FROM ONE SINGLE LOCATION TO THE NORTHWEST. A BASE PAD FOR BACKING
OFF -ROAD TRUCKS MAY BE REQUIRED.
• THE CONTRACTOR MAY LOG TREES AS NEEDED FOR ACCESS BUT MAY NOT CLEAR AND GRUB, OR CAUSE SIMILAR DISTURBANCE.
• NO OFF -ROAD TRUCKS ARE PERMITTED WITHIN THE WETLANDS BOUNDARY. WASTE MUST BE REMOVED WITH AN EXCAVATOR, OR
SIMILAR EQUIPMENT AND CARRIED TO THE TRUCK.
• ALL WASTE MUST BE REMOVED FROM THE LIMITS SHOWN, PER THE ENGINEERS REVIEW AND FINAL APPROVAL.
• ALL LARGE HEAVY METALS WILL BE STOCKPILED WITHIN THE PROJECT LIMITS AND HAULED TO AN APPROVED RECYCLING FACILITY.
• ALL OTHER WASTE SHALL BE EXCAVATED AND PLACED AS FILL WITHIN THE PROJECT LIMITS UNDERNEATH THE FINAL COVER
(DETAIL A, SHEET CD-1).
5. THE CONTRACTOR'S SUBMITTAL SHALL DETAIL ACCESS, EXCAVATION AND HANDLING, SORTING, STOCKPILING, HAULING, DISPOSAL, AND
RESTORATION OF THE AREA.
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
DRAFT REMEDIAL ACTION PLAN
0
BOLLARD
DETAIL KOI
NTS -
:•
4 • • Bf
r" ' WITH CONCRETE
ROUND OFF TOP
GROUT DOME
-H 40 GALV STEEL
WITH YELLOW
Q,RD COVER
'1I
�" DIA. 2500 PSI
)NCRETE
12" 8" x 12" ALUMINUM PANEL
W/ WHITE LETTERING ON
NOTICE BLUE FIELD W/ REFLECTIVE
RESTRICTED ACCESS - CONTAMINATED AREA FINISH INDUSTRY STANDARD
00 CONTACT THE PROPERTY OWNER HOLES AND HARDWARE
REGARDING LAND USE RESTRICTIONS
PRIOR TO "ACCESS" OR "DISTURBING SOIL"
POST SHALL BE 2 LB STEEL
CO U-CHANNEL PER NCDOT PER
NCDOT SECTION 1094 AND
INSTALLED WITHIN BOLLARD
BOLLARD
FINISH GRADE
NOTES:
1. THE SIGN SHALL BE 8" BY 12" MANUFACTURED FROM 0.080" COATED
ALUMINUM.
2. THE SIGN SHALL HAVE A WHITE SCOTCHLITE BACKGROUND WITH BLACK
SCOTCHLITE LETTERS.
3. ALL LETTERING SHALL BE 0.5" IN HEIGHT. FONT SHALL BE ROMANS.
4. SIGNS SHALL BE POSTED AS SHOWN ON PLANS WITH WORDS FACING
AWAY FROM THE WASTE BOUNDARY.
5. SIGNS SHALL BE ATTACHED TO THE POSTS WITH A MINIMUM 2
STAINLESS STEEL LAG BOLTS (0.25" DIAMETER X 1.5"LONG) AND 2
STAINLESS STEEL FLAT WASHERS.
6. SIGN POSTS SHALL BE INSTALLED DURING PLACEMENT OF CONCRETE
WITHIN BOLLARD.
RESTRICTED ACCESS SIGN
DETAIL KOI
NTS -
FINAL GRADING PLAN
PROJECT NO. 127844-227606
FILE NAME: C003GPPL.DWG
SHEET NO.
C-3
100% - NOT FOR CONSTRUCTION

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6" NCDOT 57
A — — — LL- STONE
FINAL COVER 0
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Q NOTES:
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0 NOTES:
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z A 50'X50' GRID PRIOR TO INSTALLING GEOTEXTILE WARNING LAYER.
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2.0 FT
TOP VIEW END OF ROLL TOP VIEW
TRM STAPLE PATTERN
INSTALL TURF REINFORCED MATTING (TRM) TO LIMITS AS SHOWN ON PLANS FOR TYPE A SWALE.
INSTALL TRM TO ENTIRETY OF TYPE B SWALE.
USE 2.5 ANCHORS/SY FOR SWALE APPLICATIONS. SEE STAPLE PATTERN DETAIL.
ADDITIONAL STAPLES MIGHT BE REQUIRED AT GROUND SURFACE ELEVATION IRREGULARITIES ALWAYS
TYPICAL EXCAVATION SECTION IN WETLANDS
DETAIL KOB
NTS C-4
12 —24 1
12 IN
FUTERRA® 7010 TRM
10-12 IN. (8 GA. MIN) STAPLES/ANCHOR PINS
FLEXTERRA® HP-FGM HYDRAULIC INFILL
TRM ANCHOR TRENCH
5' MIN. 5'-0" 5' MIN.
12" OVERLAP
5 5
01 1' MIN. 1 I—
FUTERRA 7010 TRM7FGM
I III FLEXTERRA HDISEED PER SNSECT0
TYP
SPACE STAPLES AT 1.5 FT INTERVALS IN CENTER OF V-SHAPE SWALE AND AT TOE OF TRAPAZOIDAL PERMANENT DIVERSION DITCH . SECTION
SWALE. ENSURE ALL FASTENERS ARE INSTALLED TO MAKE DIRECT CONTACT WITH TRM AND SOIL.
REFER TO SPECIFICATIONS FOR FURTHER GUIDANCE ON HYDRAULIC INFILL. DETAIL KOD
NTS �-3
DESIGNED BY: M. BROKAW
DRAWN BY: M. BROKAW C DM_
SHEET CHK'D BY: D. FORBES Smith
CROSS CHK'D BY: M. COLONE
R. NAGEL CDM Smith Inc.
.
APPROVED BY: 5400 Glenwood Avenue, Suite 400
REMARKS DATE: AUGUST 2019 Raleigh, NC 27612 1 Tel: [phone]
NC License No. F-1255
CORNER POS-
TERMINAL PO
BAR BANDS I
12" INTERVAL
BRACE TUBE
STRETCHER E
N
BOTTOM TENS
IWIN TI1A7:Y_\3AKOM9A 31EVANUMEPROM
�
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, INC
DRAFT REMEDIAL ACTION PLAN
AND SEDIMENT, AND APPROVED BY ENGINEER MAY BE
REUSED FROM THE TEMPORARY SEDIMENT TRAPS.
RIPRAP DOWN CHUTE
DETAILKO'C
NTS �-3
LINE POST
Ti
ES
NOTES:
1. CONTRACTOR SHALL NOT DISTURB LAND TO INSTALL TEMPORARY FENCE. ALL
FENCE POSTS SHALL BE ON TEMPORARY BASES.
2. A TERMINAL POST SHALL BE PLACE EVERY 5TH POST.
TEMPORARY CONSTRUCTION FENCE
DETAIL KOE
NTS �-2
DETAILS AND TYPICAL SECTIONS
PROJECT NO. 127844-227606
FILE NAME: CDO1 STDT. DWG
SHEET NO.
CD-1
100% - NOT FOR CONSTRUCTION

75' MINIMUM
Q EXISTING
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NCDOT NO. 2 WASHED STONE MIN 6" THICK
100' MINIMUM
EXISTING
—/
GRADE
PROFILE
EXISTING
ROAD
o I NOTES
z 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND EXISTING ROAD.
w 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
Q ONTO EXISTING ROAD. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE
o LENGTH OF THE ENTRANCE.
Q 3. REPAIR AND CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT.
= 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO EXISTING ROADS MUST BE REMOVED IMMEDIATELY.
5. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.
Cn 6. CONTRACTOR SHALL INSTALL TEMPORARY 18" HDPE PIPE CULVERT UNDERNEATH CONSTRUCTION ENTRANCE TO CONVEY
FLOW FROM ROADSIDE DITCH. HDPE PIPE SHALL HAVE A MINIMUM OF 1' OF COMPACTED FILL COVER AND EXTEND PAST
o CONSTRUCTION ENTRANCE AS NEEDED, BACKFILLED AT A SLOPE NO STEEPER THAN 2H:1 V.
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PROPOSED CLEAN
SOIL EMBANKMENT I
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NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC COLLAPSE, TEAR, DCOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND REDUCE PRESSURE ON THE FENCE. TAKE CARE TO ADVIOD UNDERMINING THE FENCE
DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. BACKFILL TRENCH AND COMPACT THOROUGHLY.
SILT FENCE
DETAIL KOB
NTS �-2
POST
NOTES:
1. CONTRACTOR SHALL INSTALL GEOMEMBRANE-LINED
SEDIMENT TRAP WHEREVER A SEDIMENT TRAP IS EXCAVATED
EXISTING POTENTIAL WASTE WITHIN THE PROJECT WASTE LIMITS, OR WHERE WASTE IS
SEDIMENT TRAP LINING
DETAIL KOD
NTS -
REMARKS
FOUND. AN UNLINED SEDIMENT TRAP MAY ONLY BE
INSTALLED UPON APPROVAL BY THE ENGINEER.
2. GEOMEMBRANE LINER SHALL BE INSTALLED A MINIMUM OF
4' UP THE SIDESLOPE FROM THE BOTTOM OF EXCAVATION,
OR 6" PAST THE TOP OF EXCAVATED WASTE, WHICHEVER IS
GREATER.
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY: —
DATE:
PLAN VIEW
M. BROKAW
CDM
M. BROKAW
D. FORBES
Smith
M. COLONE
R. NAGEL
CDM Smith Inc.
5400 Glenwood Avenue, Suite 400
AUGUST 2019
Raleigh, NC 27612 1 Tel: [phone]
NC License No. F-1255
Ffww 1 VIG11Y
NCDOT #57 STONE
SILT FENCE OUTLET
DETAIL E
NTS �-2
DESIGN CRITERIA
SUMMARY
PRIMARY SPILLWAY:
STONE SPILLWAY
MAXIMUM DRAINAGE AREA:
5 ACRES
MINIMUM VOLUME:
3600 CU FT PER ACRE OF DISTURBED AREA
MINIMUM SURFACE AREA:
435 SO FT PER CFS OF Q10 PEAK FLOW
MINIMUM L/W RATIO:
21
MINIMUM DEPTH:
3.5 FEET, 1.5FEET EXCAVATED BELOW GRADE
MAXIMUM HEIGHT:
WEIR ELEVATION 3.5 FEET ABOVE GRADE
DEWATERING MECHANISM:
STONE SPILLWAY
MINIMUM DEWATERING TIME:
N/A
BAFFLES REQUIRED:
3 MINIMUM (COIR OR JUTE) MESH
MIN WEIR (COR)
10,
NOTES:
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN
MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION &
DESIGN CRITERIA.
DRAINAGE REQUIREMENTS:
10-YEAR STORM PEAK FLOW = 5.86 CFS
MAX DRAINAGE AREA = 2.8 ACRES
MIN. SURFACE AREA = 2,549 SF
MIN. STORAGE VOLUME = 10,080 CIF
NONWOVEN
GEOTEXTILE
SILT FENCE
SILT FENCE
12" MIN. N.C.D.O.T. #5 OR #57
WASHED STONE
MIN. V FREE BOARD
D SEDIMENT
TRAP LINING
DESIGN 21" MIN
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b 10 FT MIN ; IIIII-IIIII-IIIII-IIIII
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SPILLWAY SECTION
REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE.
ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
SEDIMENT TRAP
DETAIL C
�-2
.12„ NCDOT
5 �PRAP
TONE # NCDOT
CLASS B
SEE NOTE 1
x WWI Fall W.01 'GGr
NONWOVEN
GEOTEXTILE
NOTES:
1. MATCH OUTLET HEIGHT TO HEIGHT
OF SILT FENCE.
2. REMOVE SEDIMENT WHEN 3 OF
OUTLET IS COVERED.
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
DRAFT REMEDIAL ACTION PLAN
BOTTOM OF
UPSTREAM CHECK
DAM SHOULD BE AT
THE SAME ELEVATION
AS THE TOP OF THE
SUBSEQUENT
DOWNSTREAM CHECK
DAM.
12„ NCDOT
57 STONE # NCDOT
RIPRgp CLASS 8
0
TEMPORARY ROCK CHECK DAM
DETAIL KOT
NTS C-2
EROSION CONTROL DETAILS
1.5' MIN
PROJECT NO. 127844-227606
FILE NAME: CD02ESDT.DWG
SHEET NO.
CD-2
100% - NOT FOR CONSTRUCTION

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EROSION AND SEDIMENTATION CONTROL NOTES:
RECOMMENDED SEQUENCE:
THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED ACCORDING TO THE
FOLLOWING SCHEDULE TO ADDRESS WASTE REMOVAL AND PROTECTIVE COVER SYSTEM
INSTALLATION ACTIVITIES:
1. OBTAIN A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT AND OTHER APPLICABLE
PERMITS TO POST ON SITE.
2. SUBMIT A PRE -DISTURBANCE NOTIFICATION TO ENGINEER TWO WEEKS PRIOR TO SITE
ACTIVITIES. ENGINEER TO INFORM NCDEQ - LAND QUALITY SECTION.
3. ATTEND PRE -CONSTRUCTION CONFERENCE WITH NCDEQ, ENGINEER, AND ANY MAJOR
SUBCONTRACTORS.
4. ESTABLISH LIMITS OF DISTURBANCE, EXCAVATION PHASE AREAS, AND STAGING/STOCKPILING
AREAS. STOCKPILE AREAS SHALL BE LOCATED 50 FEET FROM ANY STREAMS/EXISTING
DRAINAGE DITCHES.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLAN SHEET C-2.
6. INSTALL SEDIMENT FENCE AT ALL LOCATIONS SHOWN ON SHEET C-2. INSTALL SILT FENCE
OUTLETS AS SHOWN ON SHEET C-2.
7. CLEAR AND GRUB WITHIN WASTE BOUNDARY LIMITS. SURROUND STOCKPILE AREA WITH
SEDIMENT FENCE. A SETBACK OF 5 FEET WILL BE MAINTAINED BETWEEN THE SEDIMENT
FENCE AND TOE OF THE STOCKPILE.
8. INSTALL PHASE I DIVERSION DITCH AND SEDIMENT TRAP AS SHOWN ON SHEET C-2.
9. REMOVE COVER SOIL, WASTE, REGRADE, AND STABILIZE % ACRE AREAS, WITH NO MORE THAN
1/2 ACRE EXPOSED AT ANY TIME. UPON COMPLETION OF PHASE, PROCEED TO NEXT PHASE
AFTER INSTALLING DIVERSION DITCH AND SEDIMENT TRAP.
10. THERE SHALL BE NO EXPOSED WASTE DURING NON -WORKING HOURS AND DURING RUNOFF
PRODUCING EVENTS; EXPOSED WASTE AT THE END OF THE WORK DAY SHALL BE PROTECTED
BY TARPING OR OTHER METHOD.
11. UPON COMPLETION OF WASTE REMOVAL AND PROTECTIVE COVER SYSTEM INSTALLATION
ACTIVITIES WITHIN A PHASE, SEED AND PLACE HYDRAULICALLY APPLIED EROSION CONTROL
MEDIUM BEFORE CONTINUING EXCAVATION.
12. AFTER THE SITE IS STABILIZED, ENGINEER WILL SUBMIT A POST -STABILIZATION NOTIFICATION
TO THE NCDEQ - LAND QUALITY SECTION. ALL REMAINING TEMPORARY EROSION CONTROL
MEASURES WILL BE REMOVED ONCE INSPECTOR FINDS THE SITE TO BE APPROPRIATELY
STABILIZED AND BE REPLACED WITH PERMANENT DIVERSION DITCHES AND RIPRAP AS SHOWN
ON SHEET C-3.
GROUND STABILIZATION*
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
THAN 3H:1V
7 DAYS
NOT STEEPER THAN 2H:1 V, 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES
SLOPES 3H:1V OR
14 DAYS
GREATER THAN 50
FLATTER
FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HQW
SLOPES FLATTER THAN
ZONES)
4H:1 V
*EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION 11.13 (2)(1)).
REV.
I DATE I DRWN I CHKD
REMARKS
DEFINITION:
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF
LEGUME.
> TEMPORARY SEEDING: PLANTING RAPID -GROWING ANNUAL GRASSES, SMALL GRAINS, OR
LEGUMES TO PROVIDE INITIAL, TEMPORARY COVER FOR EROSION CONTROL ON DISTURBED AREAS.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, CULTIPACKER
SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED.
> PERMANENT SEEDING: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY
ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH
DEEP, GRASSES AND LEGUMES NO MORE THAN 2 INCH. EQUIPMENT SHOULD BE CALIBRATED IN
PURPOSE:
THE FIELD FOR THE DESIRED SEEDING RATE.
> TEMPORARY SEEDING: TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS
TO FINAL GRADE FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS. TEMPORARY SEEDING
AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY ONE-HALF THE
CONTROLS RUNOFF AND EROSION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN
APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST
> PERMANENT SEEDING: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED
PASS.
AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL,
ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
MATERIALS.
>
HYDROSEEDING:
CONDITIONS WHERE PRACTICE APPLIES:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED
> TEMPORARY SEEDING: ON ANY CLEARED, UNVEGETATED, OR SPARSELY VEGETATED SOIL SURFACE
SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE
WHERE VEGETATION COVER IS NEEDED FOR LESS THAN 1 YEAR. APPLICATIONS OF THIS
SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT
PRACTICE INCLUDE DIVERSIONS, DAMS, TEMPORARY SEDIMENT BASINS, TEMPORARY ROAD BANKS,
NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES
AND TOPSOIL STOCKPILES.
PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
> PERMANENT SEEDING:
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4000 LB/ACRE.
> FINE -GRADED AREAS ON WHICH PERMANENT, LONG-LIVED VEGETATIVE COVER IS THE MOST
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT
PRACTICAL OR MOST EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING
TO A HYDROSEEDER SLURRY.
MAY ALSO BE USED ON ROUGH -GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL
GRADE FOR A YEAR OR MORE.
IF A MACHINERY BREAKDOWN OF ' TO 2 HOURS OCCURS, ADD 50 PERCENT MORE SEED TO
> AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN
THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD
15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS
COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE
TEMPORARY STABILIZATION IS APPLIED.
NECESSARY.
SPECIFICATIONS:
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN
BE BLOWN ONTO STEEP SLOPES IN DRY FORM.
> SEEDBED REQUIREMENTS:
WHEN APPLYING HYDROSEED THE TOWER OR TANK METHOD SHALL BE USED. BELOW ARE THE
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE
SEQUENCE OF APPLICATION FOR BOTH METHODS:
DUE TO INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR
STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS.
WHEN USING THE TANK METHOD THE FIRST APPLICATION SHOULD BE WITH 3 MULCH, ALL SEED
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM
AND FERTILIZER AND THE SECOND APPLICATION SHOULD BE WITH 3 MULCH ONLY.
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
WHEN USING THE TOWER METHOD THE FIRST APPLICATION SHOULD BE WITH 3 MULCH ONLY AND
> ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND
THE SECOND APPLICATION SHOULD BE WITH 3 MULCH, ALL SEED AND FERTILIZER.
NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER TO 1 INCH
OF SOIL). >
MAINTENANCE:
> SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
> SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL
OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON
SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED
SLOPES STEEPER THAN 2H:1V WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME
> A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 TO 6.5.
SEASON, IF POSSIBLE.
> FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY
KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3H:1V IF THEY ARE TO
BE HYDROSEEDED.
RESEEDING: IF A STAND HAS INADEQUATE COVER, REEVALUATE CHOICE OF PLANT MATERIALS
AND QUANTITIES OF LIME AND FERTILIZER. REESTABLISH THE STAND AFTER SEEDBED
IF ANY OF THE ABOVE CRITERIA ARE NOT MET (I.E., IF EXISTING SOIL IS TOO COARSE, DENSE,
PREPARATION OR OVERSEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES
SHALLOW OR ACIDIC TO FOSTER VEGETATION), SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL
IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING. IF VEGETATION FAILS
CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE
TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS
APPLIED.
RESPONSIBLE.
> SEEDBED PREPARATION:
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES
REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL
ROUGHEN SURFACES PRIOR TO SEEDING. TILL OR DISC THE PREPARED AREAS TO BE SEEDED
MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
TO A MIN. DEPTH OF FOUR (4) INCHES AND RETURN AREAS TO THE APPROVED FINAL GRADE
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
AS NECESSARY. >
TEMPORARY SEEDING SPECIFICATIONS*:
LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS. SOIL TESTING IS
> SEEDING MIXTURES AND DATES:
PERFORMED FREE OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL
TESTING LABORATORY.
FALL TO EARLY SPRING (AUG. 15 TO MAY 1) RATE (LB/ACRE)
WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING
WINTER RYE (GRAIN) 120
SPECIFICATIONS SHOWN BELOW:
KOBE LESPEDEZA 50
> GROUND AGRICULTURAL LIMESTONE:
SPRING TO LATE SUMMER (MAY 1 TO AUG. 151 RATE (LB/ACRE)
LIGHT -TEXTURED, SANDY SOILS: 1 TO 12 TONS/ACRE
GERMAN MILLET 40
HEAVY -TEXTURED, CLAYEY SOILS: 2 TO 3 TONS/ACRE
> FERTILIZER:
> SOIL AMENDMENTS:
GRASSES: 1000 LB/ACRE OF 10-10-10 OR EQUIVALENT
1 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF
SOIL BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
WHEN USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH
2. APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
> MULCH:
UNIFORM SURFACE (SLOPES LESS THAN 3H:1V). FILL IN OR LEVEL DEPRESSIONS THAT CAN
APPLY 4,000 LB/ACRE STRAW. ANCHOR
MULCH BY TACKING WITH ASPHALT,
ROVING OR A
COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN
MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN
BE USED AS A
SEALED BY RAINFALL.
MULCH ANCHORING TOOL.
> SEEDING:
> MAINTENANCE:
SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS "BEST" OR
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH
"POSSIBLE". SEEDINGS PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A HIGH
IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT WHEN
REF: 6.10 A, B & C, NC EROSION
AND SEDIMENT CONTROL PLANNING
AND DESIGN
SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE PROBABILITY OF
MANUAL, REV. MAY 2008.
FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER "POSSIBLE" MAY
REDUCE CHANGES OF SUCCESS BY 30 TO 50 PERCENT. ALWAYS TAKE THIS INTO ACCOUNT IN >
PERMANENT SEEDING SPECIFICATIONS*:
SCHEDULING LAND -DISTURBING ACTIVITIES.
> SEEDING MIXTURES:
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS
RATE (LB/ACRE)
INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED
BAHIAGRASS
40
NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL "CERTIFIED SEED" LABEL.
FESCUE
15
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT
INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST
MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NO ACCEPT SEED CONTAINING
"PROHIBITED" NOXIOUS WEED SEED.
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY: -
DATE:
M. BROKAW
CDM
M. BROKAW
D. FORBES
Smith
M. COLONE
R. NAGEL
AUGUST 2019
CDM Smith Inc.
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC License No. F-1255
VIRGINIA WILD RYE
KOREAN LESPEDEZA
TOTAL SEED MIXTURE
CITY OF LUMBERTON LDFL
LUMBERTON, ROBESON COUNTY, NC
DRAFT REMEDIAL ACTION PLAN
6
10
71
NURSE PLANTS:
1. FROM APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET AND 15 LB/ACRE
SUDANGRASS.
2. PRIOR TO APRIL 15 OR AFTER AUG. 15, ADD 30 LB/ACRE WINTER RYE (GRAIN).
> WETLAND SEED MIXTURE:
1. SEE SPECIFICATION SECTION 02955.
> SOIL AMENDMENTS:
1. FOLLOW RECOMMENDATIONS OF SOIL TESTS; OR
2. APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10
FERTILIZER.
> MULCH:
APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING
MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT. ANIMAL SAFE MATTING SHALL BE
USED ON STEEP SLOPES.
> MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS ADEQUATE. MAY BE MOWED ONCE OR
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, REFERTILIZE, AND REMULCH
DAMAGED AREAS IMMEDIATELY.
* REF: 6.1 1 , NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, REV.
MARCH 2O09
MAINTENANCE PLAN:
MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
PERFORMED THROUGHOUT THE DURATION OF THE PROJECT. ALL REPORTING, INSPECTING,
AND RECORD KEEPING IN THE RESPONSIBILITY OF THE CONTRACTOR. THE FOLLOWING
MINIMUM MAINTENANCE ACTIVITIES SHALL BE REQUIRED DURING CONSTRUCTION:
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES (DEVICES) SHALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY NEEDED REPAIR
SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE DRESSED WITH 2-INCH-DIAMETER
STONE PERIODICALLY TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
3. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM CLOTH AND GRAVEL
INLET DEVICES. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. FOLLOWING CLEANING ACTIVITIES,
STONE SHALL BE REPLACED AS NECESSARY.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SEDIMENT FENCES, WHEN IT BECOMES
ABOUT �/ FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER.
5. SEDIMENT SHALL BE REMOVED FROM CHANNELS WHEN THE LEVEL OF SEDIMENT
ACCUMULATES TO 1 /2 THE DESIGN DEPTH AND UPON COMPLETION OF THE WORK.
FOLLOWING CLEANING ACTIVITIES, ALL DISTURBED AREAS SHALL BE STABILIZED.
6. EROSION CONTROL MATTING SHALL BE CHECKED PERIODICALLY TO ENSURE THAT
CLOSE CONTACT WITH THE GROUND IS MAINTAINED AND EROSION HAS NOT
OCCURRED BENEATH THE DEVICE. ANY AREAS OF THE EROSION CONTROL MATTING
THAT HAVE BEEN DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED. SEE THE SEQUENCE OF CONSTRUCTION IN THE EROSION AND
SEDIMENTATION CONTROL PERMIT FOR ADDITIONAL EROSION AND SEDIMENTATION
CONTROL DETAILS.
7. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY AND MULCHED
ACCORDING TO THE SPECIFICATIONS IN THE VEGETATION PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER. IF WASHOUT OCCURS, REPAIR THE SLOPE
GRADE.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL INSPECTION, RECORDS, AND
DAILY REPORTS.
EROSION CONTROL NOTES
PROJECT NO. 127844-227606
FILE NAME: CD03ESDT.DWG
SHEET NO.
CD-3
100% - NOT FOR CONSTRUCTION