20200545 Ver 1_401 Application_20200415

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ENGINEERING, INC.
April 8, 2020
North Carolina Department of Water Quality
WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27669-1650
Subj: Pre -Construction Notification (PCN) Application Form
Bostic Refuse Disposal
Rutherford County, North Carolina
Shield Project #1190181-01
To Whom It May Concern:
RECEIVED
APR 15 2020
NCDEQ/DWR/NPDES
On behalf of the North Carolina Pre -Regulatory Landfill Unit, Shield Engineering is submitting
to your department this PCN Application Form for a project that we are involved with located in
Rutherford County, North Carolina. The project, known as Bostic Refuse Disposal, proposes the
disturbance of approximately 2.0 acres of 7.4 acres on privately -owned neighboring parcels
(Rutherford County PIN's 1633329 and 1633330).
On March 12, 2020, Representatives from Shield Engineering and the NC Pre -Regulatory
Landfill Unit met with Miss Brandee Boggs (USCE) and Miss Amy Annino (NC DWQ) on -site
for a requested pre -submittal meeting due to the complexity of the project. The work being done
with this project is being conducted for the North Carolina Department of Environmental Quality
(NCDEQ) Pre -Regulatory Landfill Unit. Proposed activities include clearing and grubbing, the
removal of existing buried waste and transportation of the material to the Republic Services
Foothills Landfill in Lenoir, North Carolina, the backfilling, final soil cover and fine grading of
the entire site to provide positive drainage, and the planting of grass seed to help establish
vegetative growth.
The waste disposal footprint (Area) reportedly operated from early 1956 until 1974 and is
estimated to extend over an area of approximately 0.5 acres. There is an existing drainage
feature that is located towards the middle of the Area that includes 62.8 feet of a delineated
intermittent stream. This stream flows towards the west offsite for approximately 125 feet where
it turns towards the south and meanders 1/3 of a mile where it drains into the Second Broad
River. While the actual site is located on the parcel located at 389 W. Church Street, the
entrance to the site is located at 377 W. Church Street. The parcel located to the south appears to
be wooded and vacant while the rest of the surrounding properties are occupied by rural
residential properties.
Along with the intermittent stream, there is also an area of wetlands that falls within the
proposed disturbed area for this project. The total area of wetlands to be disturbed is 0.04 acres,
far below the threshold of a General Permit. Both the stream and the wetlands are believed to be
directly associated with an existing spring that is located at the headwaters of the intermittent
stream.
4301 Taggart Creek Road Telephone [phone]
Charlotte, NC 28208 www.shieldengineering.com Fax [phone]
cJ

While we are proposing for the disturbance of both the jurisdictional stream and wetlands, we are
proposing to leave the existing spring at the same elevation when the project is completed, the
waste removed, and the area backfilled with clean soil. This will give the best chance for the
stream to return to the natural state as it stood prior to any construction activity.
A jurisdictional determination (JD) package was submitted to the U.S Army Corps of Engineers
identifying both the stream and wetlands and the package was subsequently approved on
February 10, 2020. The Notification of Jurisdictional Determination has been included with this
submittal.
Enclosed with this submission you should find:
• PCN Application Form with Applicant's signature
• One set of Erosion Control Plan drawings (including Vicinity Map on Drawing # 1)
• Site Plan showing the overall view of the proposed project (Drawing #5)
• Site Plan showing the areas of impact (Drawing #5)
• Agent Authorization Form
• Copy of the Notification of Jurisdictional Determination issued February 10, 2020.
• Waiver letter supplied by the NC Pre -Regulatory Landfill Unit, Superfund Section
We have also sent a copy of this submittal package to the USCE 404 Permitting Division and the
North Carolina Wildlife Resources Commission.
It should also be noted that the enclosed drawings have been submitted to the NC DEQ Erosion
Control Division and are currently being reviewed for approval.
We understand that some of the notes in the drawings may be difficult to read due to their
reduced sheet -size. If you would like larger (24 x 36") paper copies or a pdf file, please contact
one of the persons below. Should you have any additional questions or require any additional
information, please do not hesitate to call us at [phone].
Respectfully,
SHIELD ENGINEERING, INC.
-:D4 ",a
David Weikle, P.E.
Project Engineer
dweikle@lhieldengineering..com
Enclosures:
KeiqA.Athony, P.E.
Principal Engineer
kanthonv&shieldengineering. com
H:\ProJcd5\Pre-rc6j L"f 11\1190181-13ostic Pefuse bi5po-,A\PCN\5u6m1ttA Letter-MO,doc

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 38 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Bostic Landfill
2b. County:
Rutherford
2c. Nearest municipality / town:
Bostic
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
Waste Management # NONCD0000546
3. Owner Information
3a. Name(s) on Recorded Deed:
Jeanne Hildebrand, Paul J. Wykle
3b. Deed Book and Page No.
DB 1029, Pg 301-303
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
389 West Church Street
3e. City, state, zip:
Bostic, NC 28018
3f. Telephone no.:
828-755-8248
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
David Weikle
4c.
Business name
(if applicable):
Shield Engineering, Inc.
4d. Street address:
4301 Taggart Creek Road
4e. City, state, zip:
Charlotte, NC 28208
4f.
Telephone no.:
704-394-6913
4g.
Fax no.:
704-394-6968
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
5b.
Business name
(if applicable):
5c.
Street address:
5d. City, state, zip:
5e.
Telephone no.:
5f.
Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel # 1633329
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.36005 Longitude:-81.84254
1c. Property size:
6.06 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UTs to Second Broad River
2b. Water Quality Classification of nearest receiving water:
WS-V
2c. River basin:
Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
A pre -regulatory landfill (Bostic Refuse Disposal - NONCD0000546) encompassing approximately 0.5 acres exists at the site. The site
is a residential property with one single family home. The property is partially cleared and partially wooded. Surrounding properties
are also residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0.04
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 63
3d. Explain the purpose of the proposed project:
The removal of buried waste and reconstruction of the removal area to provide proper storm water drainage.
3e. Describe the overall project in detail, including the type of equipment to be used:
The removal of buried waste for off -site disposal, backfill, and grading. Typical large construction (dozer, long -reach, grader) equip. will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments: See enclosed USCE JDR
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): David Scibetta
Agency/Consultant Company: Southern Environmental Group
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 10, 2020
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
A JDR PACKAGE WAS SUBMITTED AND SUBSEQUENTLY APPROVED ON FEBRUARY 10, 2020. THAT INFORMATION IS ENCLOSED.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3of10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
—Temporary
W1 P
Fill
Fringe/slope of unnamed tributary
Yes
Corps
0.04
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.04
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
UNT
INT
DWQ
10
63
S2 -
Choose one
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
63
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
—Temporary
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
o
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑X No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
—Temporary
B1
No
B2
Yes/No
63
Yes/No
64 _
Yes/No
B5
Yes/No
136
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
IMPACTED GRADED AREAS WERE DESIGNED IN CONJUNCTION WITH MINIMIZING EXPOSED AND EXCAVATED WASTE MATERIAL. THE
PROJECT IS DESIGNED IN THREE PHASES TO LIMIT THE AMOUNT OF POTENTIAL EROSION FROM DISTURBED AREAS THROUGHOUT
THE PROJECT AND TO MINIMIZE STREAM IMPACTS.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
LIMITS OF CONSTRUCTION WILL BE MARKED IN THE FIELD TO HELP MINIMIZE THE OVERALL AREA OF DISTURBANCE. THE PROJECT IS
BEING CONDUCTED IN PHASES TO MINIMIMZE AMOUNT OF DENUDED AREAS AT ONE TIME. TEMPORARY DIVERSION DITCHES ARE
BEING PROPOSED TO ROUTE OFF -SITE CLEAN WATER AROUND THE WORK AREA. PLASITC SHEETING WILL BE USED TO COVER
EXPOSED AREAS AND WASTE DURING STORM EVENTS.
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 ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ❑X No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
NO IMPERVIOUS AREA IS BEING ADDED TO THE PROJECT.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review.
3a.
In which localgovernment's jurisdiction is thisproject?
Rutherford County
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑Yes ❑X No
4. DWQ Stormwater Program Review
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑X No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes ❑ No
letter.)
Comments: N/A
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
ALL WASTEWATER ASSOCIATED WITH THIS PROJECT WILL BE FROM PORTABLE TOILETS AND WILL BE TRUCKED AWAY BY
COMMERCIAL VEHICLES TO A PERMITTED WASTEWATER FACILITY.
Page 9 of 10
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS, NC NATURAL HERITAGE PROGRAM
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
GIS LINKS FOUND ON THE USCOE WILMINGTON, NC WEBPAGE (WATERSHEDS WITH FEDERALLY LISTED AQUATIC SPECIES)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC DEPARTMENT OF NATURAL AND CULTURAL RESOURCES.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC FLOODMAPS
David Weikle, P.E.
I
April 8, 2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

ROY COOPER
Governor
HCHAEL S. REGANI
Secretary
NGCHAEL SCOTT
Director
Date: March 10, 2020
NORTH CAROLINA
£nviromnentat Quality
MEMORANDUM
To: Paul Wojoski, N.C. Division of Water Resources 401/Buffer Coordinator
Danny Searcy, Rutherford County Planning Department
Brandee Boggs, U.S. Army Corps of Engineers Asheville Regulatory Field Office
From: Thomas Slusser, Project Manager
Pre -Regulatory Landfill Unit, Divisio rite Management
Ref: Courtesy Notification of Remedial Action Activity
Bostic Refuse Disposal pre -regulatory landfill # NONCD0000546
389 W. Church St., Bostic, Rutherford County
This memorandum is to make you aware of planned remedial action activities at a pre-1983 waste disposal
site at the above referenced location. The Pre -Regulatory Landfill Program (PRLF Program) has been established
within the Inactive Hazardous Sites Branch, Superfund Section to mitigate solid waste disposal sites that ceased to
operate prior to January 1, 1983. Notification is provided as a courtesy to make you aware that under the North
Carolina Inactive Hazardous Sites Response Act (IHSRA) that the PRLF Program is not required to obtain permits
for remedial actions, and removal actions conducted at the site.
This authority is located under G.S. 130A-310.3(e): For any removal or remedial action conducted entire
on -site under this Part, to the extent that a permit would not be required under 42 U.S.C.§ 9621(e) for a removal or
remedial action conducted entirely on -site under CERCLA/SARA, the Secretary may grant a waiver from any State
law or rule that requires that an environmental permit be obtained unless either the removal or remedial action is
being conducted pursuant to G.S. 130A-130.3(c), 130A-310.5, or 130A-310.6, or the owner, operator, or other
responsible party has entered into an agreement with the Secretary to implement a voluntary remedial action plan
under G.S.130A-310.9(b). The Secretary shall invite public participation in the development of the remedial action
plan in the manner set out in G.S. 130A-310.4 prior to granting a permit waiver, except for a removal or remedial
action conducted pursuant to G.S 130A-310.5.
This provision does require that our Division meet all the technical requirements of the permitting
regulations short of obtaining or paying a fee for the permit. The authority to implement the Inactive Hazardous
Sites Response Act including the PRLF Program is delegated from the North Carolina Department of Environmental
Quality's Secretary to the Superfund Section Chief, James Bateson. As such, Mr. Bateson directs all programs within
the Superfund Section including the PRLF Program. The reason forthis provision and the similar provision in federal
law under CERCLA is so that hazardous substance risks can be abated more swiftly. All associated activities
necessary to mitigate contamination emanating from PRLF sites are evaluated to ensure the substantive
requirements are met.
Please contact me at 919-707-8331 or thomas.slusserncdenr.Pov if you have any questions.
North Cardna Department of c".nArontnental Quality 1 Division of ''Waste 'Management
217 "Nest Jones Street 11646 Mail Service C; rater 1 Raidglt, North Carolina 27699-E6o,
919,7071,8200

Er
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2019-01899 County: Rutherford U.S.G.S. Quad: NC- Forest City
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Southern Environmental Group, Inc.
David Scibetta
Address: 5315 S. College Road, Suite E
Wilmington, NC 28412
Telephone Number: 910-452-2711
E-mail: dscibetta(&segi.us
Size (acres) 6.06 Nearest Town Bostic
Nearest Waterway Second Broad River River Basin Santee
USGS HUC 03050105 Coordinates Latitude: 35.36005
Longitude:-81.84254
Location description: The site is located at/near 389/377 W. Church Street, in Bostic, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters;
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this.notification.
® There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
® The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated 9/13/2019. We strongly

2019-01899
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Amanda Jones at 828-271-7980 ext. 4225 or
amanda.iones(iDusace.army.mil.
C. Basis for Determination: See the approved jurisdictional determination form dated 2/10/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 4/6/2020.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Digitally signed by
FUEMMELER.AMAND FUEMMELER.AMANDA.JONE5.124
A.JONES.1242835090 '2a3so90
Date: 2020.02.1014:45:29-05'00'
Date of JD: 2/10/2020 Expiration Date of JD: 2/10/2025

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Applicant: Southern Environmental Group, Inc., David File Number: 2019-01899 Date: 2/10/2020
Scibetta
Attached is:
See Section below
1711
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter of ermission)
B
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PERMIT DENIAL
C
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APPROVED JURISDICTIONAL DETERMINATION
D
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PRELIMINARY JURISDICTIONAL DETERMINATION
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SECTkIO ` e foln u „ bons regaidt fth abb1 an
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A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Amanda Jones
Asheville Regulatory Office
U.S Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investi ations.
Date: I Telephone number:
of appellant or
For appeals on Initial Proffered Permits send thus form to:
District Engineer, Wilmington Regulatory Division, Attn: Amanda Jones, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]
Copies Furnished:
Jeanne Hildebrand, Paul Wykle, and Thomas Hildebrand (owners)
389 W. Church Street
Bostic, NC 28018

Property Line - 7.1 ac.
C] Project Area - 2.5 ac.
Approx. Wetlands - —0.04 ac.
-- Approx. Stream Channel - —62.8 If
0 25 50 100 150 200
Feet
1 inch = 100 feet
Map Source: 2016 NCOneMaps Orthoinnagery
Field Sketch of Wetlands
Bostic Refuse Disposal - NONCD0000546
Bostic, Rutherford Co., NC
9/13/2019
W E
5F.G
S

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: 2019-01899
C. PROJECT LOCATION AND BACKGROUND INFORMATION: 389,377 W. Church St.
State:NC County/parish/borough: Rutherford City: Bostic
Center coordinates of site (lat/long in degree decimal format): Lat. 35.36005' jfi Long. 81.84254' W.
Universal Transverse Mercator:
Name of nearest waterbody: Second Broad River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Second Broad River
Name of watershed or Hydrologic Unit Code (HUC): Broad, 03050105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: 02/10/2020
Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are n4 "navigahle waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part329) in the
review area. [Required]
DWaters subject to the ebb and flow of the tide.
0 Waters are presently used, or have been used in the past,. or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There A'e "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
TNWs, including territorial seas
n Wetlands adjacent to TNWs
Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments of jurisdictional waters
0 Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: 63 linear feet: 10 width (ft) and/or acres.
Wetlands: 0.04 acres.
c. Limits (boundaries) of jurisdiction based on 1987'Dehnea4on Manual
Elevation of established OHWM (if known):
2. Non -regulated watershvetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
- For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
'1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent':
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section HI.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its.adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody'► is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: acres
Drainage area: acres
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through P►cknList tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Picklist river miles from RPW.
Project waters are Pick,List aerial (straight) miles from TNW.
Project waters are Pick -List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW':
Tributary stream order, if known:
' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain: .
❑ Manipulated (man -altered). Explain: .
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes Pick List.
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
........ . ,
Tributary geometry P,ck List
Tributary gradient (approximate average.slope): %
(c) Flow:
Tributary provides for Ptek List
Estimate average number of flow events in review area/year: Piek List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Ptck,'List. Characteristics:
Subsurface flow Peek Eisf. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM' (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM.' Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
El High Tide Line indicated by: Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foresliore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation.lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g:, water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of tlo\v above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: PIckl'ist
Characteristics:
Subsurface flow. Ptck:Lst. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are PickList aerial (straight) miles from TNW.
Flow is from: Pick,List.
Estimate approximate location of wetland as within the Pic-k'Lisi floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any) ,
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative.analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below; based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
F1 TNWs: linear feet width (fi), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Tributary is fed by a natural spring, and appears to flow year round.
0 Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 63 linear feet 10 width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
[] Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetlands are fringe/slope wetlands of tributary.
El Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0.04 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
[] Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9_
As a general rule; the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):1'
which are or could be used by interstate or foreign travelers for recreational or other purposes.
Fj from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
"See Footnote # 3.
To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CNVA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA 11Q for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width ($).
❑, Other non -wetland waters: acres.
Identify type(s) of waters:
❑ Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
[] Review area included -isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
❑b Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
❑' Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑, Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑, Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Z Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Field sketch.
Z Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
El Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: Forest City 1:24k.
USDA Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Rutherford Co.
❑' National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
❑' FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date): 2016 NC Statewide Orthoimagery.
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

COOPERROY
Covernar
5ecretary
Direaor
NORTH CAROLINA
Environmental QuaRty
Owner Permission for Property Access and Agreement for the Department of Environmental
Quality to Record Land Use Restrictions in the Property Chain of Title
Bostic Refuse Disposal
lD# NONCDO000546
Jeanne Hildebrand
389 West Church Street
Bostic, Rutherford County, NC
I/We own the above referenced property.
I/We hereby grant permission to the State and the State's representatives to access my/our property to
conduct an environmental investigation to evaluate potential public health and environmental hazards,
resulting from past operations of an old unregulated landfill present on the properly and, if necessary, to
abate or control hazards posed by wastes and contaminated material. The Division of Waste
Management (Division) and its contractors are permitted to enter and have continued access to my
Property for the following purposes:
1. Taking such soil, groundwater and/or landfill gas samples as may be necessary;
2. Other actions related to the investigation of surface or subsurface conditions including
installation of monitoring wells for groundwater and/or landfill gas; and
3. Response actions necessary to mitigate any threat to human health or the environment.
I/We also hereby grant permission to the State and the State's representatives to record land use
restrictions and a companion Notice Plat (Declaration of Perpetual Land Use Restrictions) in the chain
of title to the property identified on this form.
1/We understand that:
• The Division and its contractors shall attempt to perform any activities at the Property in a
manner that minimizes interference with use of the Property.
• All monitoring wells will be properly abandoned in accordance with applicable laws and
regulations.
• The Division will make reasonable attempts to notify you at least 48 hours prior to entering the
Property for any purpose. The Division or its contractors shall have immediate access to the
property for situations that the Division determines to an emergency.
1 i
North Carolina Depri went of C "ronmenta"< Quality ! I)Msion iJ Waste Managemurt
217 West Jones Street i 1646 Mail Service Center ! Raleigh. North Carniina 27699-1646

I/We understand prior to any abatement activities, the proposed remedy for the site and associated land
use restrictions required to make the property safe will be discussed with all property owner
representatives.
Print - F ' Q f\J E.-. ez_- P"ry
Name of Property Owner/Corporation (Print)
{{
Signature ..ram_ ` i ^ I� 1 4 C701_(� c;L ''�
Name of Property Owner/Corporation (Signature)
Date F 2 ' 2 7 —
Email address
Phone number P) z 8- 7 5 5~ <c� Z +a
Return to: Thomas Slusser, Project Manager
Pre -Regulatory Landfill Unit
Inactive Hazardous Sites Branch, NC Superfund Section
Division of Waste Management
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
This document may not be modified.
North Carolina Department of £nvironmentai Quality I Division of Waste Management
217 West Jones Street 11646 Mail Service Center I italeigh, North Carolina 27699-1646
919.707.8200

NORTH CAROLINA
Ehvfronmental Qualfty
MICHAEL S. itEGAN
secretary
MICHAIEL SCOT T
Director Superfund
Owner Permission for Property Access and Agreement for the Department of Environmental
Quality to Record Land Use Restrictions in the Property Chain of Title
Bostic Refuse Disposal
ID# NONCD0000546
Jeanne Hildebrand and Thomas David Hildebrand
377 West Church Street
Bostic, Rutherford County, NC
I/We own the above referenced property.
I/We hereby grant permission to the State and the State's representatives to access my/our property to
conduct an environmental investigation to evaluate potential public health and environmental hazards,
resulting from past operations of an old unregulated landfill present on the property and, if necessary, to
abate or control hazards posed by wastes and contaminated material. The Division of Waste
Management (Division) and its contractors are permitted to enter and have continued access to my
Property for the following purposes:
1. Taking such soil, groundwater and/or landfill gas samples as may be necessary;
2. Other actions related to the investigation of surface or subsurface conditions including
installation of monitoring wells for groundwater and/or landfill gas; and
3. Response actions necessary to mitigate any threat to human health or the environment.
I/We also hereby grant permission to the State and the State's representatives to record land use
restrictions and a companion Notice Plat (Declaration of Perpetual Land Use Restrictions) in the chain
of title to the property identified on this form.
I/We understand that:
The Division and its contractors shall attempt to perform any activities at the Property in a
manner that minimizes interference with use of the Property.
All monitoring wells will be properly abandoned in accordance with applicable laws and
regulations.
The Division will make reasonable attempts to notify you at least 48 hours prior to entering the
Property for any purpose. The Division or its contractors shall have immediate access to the
property for situations that the Division determines to an emergency.
i
North Carolina Department of l nvironntenta€ Quality 1 Division of Waste Rlanayeisef)t
217 idlest}ones Street 11646 Mail Service tenter j Raleigh, North Carolina 27699-1646
919,707,8200

I/We understand prior to any abatement activities, the proposed remedy for the site and associated land
use restrictions required to make the property safe will be discussed with all property owner
representatives.
Print r f\JI L&— i-� t t> r�- to t�j ib
Name of Property Owner/Corporation (Print)
Signature --I- a - t"I - , I C�c k -cam_
Name of Property Owner/Corporation (Signature)
Date 12 - 67 - Z'f> L
Email address`
Phone number P� 2 9 % 15 - 9'2- q h
Return to: Thomas Slusser, Project Manager
Pre -Regulatory Landfill Unit
Inactive Hazardous Sites Branch, NC Superfund Section
Division of Waste Management
North Carolina Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
This document may not be modified.
North Carolina Department of Environmental Quality I Division of Waste Management
217 West )ones Street 1 164b Mail Service Center I Raleigh, North Carolina 27649-1646
919,707.8200

EROSION & SEDIMENT CONTROL PLANS
FOR
Sheet Ust Table
Sheet
Sheet T41e
Number
1
COVER
2
EXISTING CONDITIONS
3
AERIAL PLAN
4
EXCAVATION PLAN
5
GRADING PLAN
6
EROSION & SEDIMENTATION PLAN
7
DETAILS 1
8
DETAILS 2
9
DETAILS 3
10
MISCELLANEOUS NOTES
11
INCDEO STABILIZATION NOTES
12
NC DEO SELF INSPECTION NOTES
BOSTIC LANDFILL
B OSTIC, R UTHERFORD CO LINTY, NOR TH CAR OLINA
SEEEXPANDED
SITE MAP BELOW
Agw
NORTH
CAROLINA
RUTHERFORD COUNTY,
VICINITY MAP SCALE: N.T.S.
j - W.CHURCH
SITE
STREET
j/BOUNDARY,
�'�� 'STREE,? _►I � �
VICINITY MAP SCALE: N.T.S.
CONTACT INFORMATION
OWNER/DEVELOPER
NCDEO - DIVISION OF WASTE MANAGEMENT
217 WEST JONES STREET
RALEIGH, NORTH CAROLINA
[phone]
SURVEYOR
ENGINEER
SHIELD ENGINEERING, INC.
4301 TAGGERT CREEK ROAD
CHARLOTTE, INC 28208
[phone]
CLIENT CONTACT
MR. THOMAS BLUBBER
[phone]
TOTAL DISTURBED AREA: 1.95 ACRES
SITE ENTRANCE: N 35-21-38.5 W 81-50-30.4
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BOS. C LANDFILL *SHIELD-:PROIECTp nRIL, 2020 REVISION$
377 W. CHURCH STREET DaTEAPRIL, zozo oal.F $f�� NCDE DIMS/ON OF WASTE
:, O 'D,j✓ REV. DATE COMMENTS Q-
BOSTIC, RUTHERFORD COUNTY, NORTH DESIGN BY: DW = ;aa 8 ui1A. = MANAGEMENT
CAROLINA ENGINEERING, INC. oa ti 217 WEST✓ONE.S STREET
4301 TAGGART CREEK ROAD DRAWN BY: DW RALEIGH, NORTH CAROLINA
Pxawlzc no: ISH-E: CHARLOTTE• NC 28208 � OI„�'•Q• c
Phone: [phone] APPROVED: KAA '�• AWE\1•`�Q I,1o7' [phone]
4 EXCAVATION PLAN Fez: 704-394-6968
_.'elden9ineedn9.wm

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BOSTIC LANDFILL SHIELD PROJECT „9o,e,-o, •^'^••^��;;�yr,,,,,REVISIONS
`1H 'Trip
ii,
377 W. CHURCH STREET DATE: APRIL,2020 ?o�oFEs�s z REV. DATE COMMENTS NCDEQ-DIVIS/ON OF WASTE
BOSTIC, RUTHERFORD COUNTY, DESIGN BY: DW = ;off 9 L = MANAGEMENT
NORTH CAROLINA ENGINEERING, INC. 03
4301 TAGGART CREEK ROAD DRAWN BY: DW 217 WEST JONES STREET
olKfi/:• RALEIGH, NORTH CAROLINA
osavnRc Ro: sRELTTme: CHARPhone 04-394-6913 B APPROVED: KAA imp• l E\'1 �`la'� [phone]
5 GRADING PLAN Fe■: 704-394-696e //�rlwlll`�1 3
W_shieldengineenng.com SCALE: 1"=20'

SPRING \ [ty.
1 • � HEAD \ Q
I O _ CAR SD
\
.(�JI O � � SHED o CO-)
PATIO UP 14
I C!' /2'A lP��t1200
W E I S�
,AF 01
1' 99-.63 , o
PORCH A5 /� 1 B"
INV:
.S N, DU INV.
-- --- - CONSTRUCTION
EIP /�� - - .. s� ENTRANCE r/ I
BRIDGE ` _ _ / EIP z
DECK/ to
BRIDGE I S?.RING - \• i Z$
1 SPRING ;\ DECK i %l Dotj n I %
L _
/ - HEAD i BUILDfNG MgNUFgCrw�DE--------' / �
SHED p l RED /
/ 1 / ACp. s /
SFRf NG.... I DECK
100.01' _r - SHED /�'
84`1 E' 59"E EIP
•` N _
_ �•=�=. TT EIP TREE LrNE
! UMITSS OF _
r .' ,• . ;I/ I II ,' _ CONSTRUCTION
RIP RAP lb
I1/ 11
OUTLET#2LIM) ��Q�� /��/ :��• �)�
/ EIP 5 / V ao. b.i
�\ ! O'CONSTIRUCTION OF
SHED¢j4� ILO
o'a
•I _- 257',-24 TEMP I _ - / W 'ice p ••,..•
(v I l N LIMITS OF /CMP , O PROP. DROP ) - ^ 7j741111µ1\\�
SILT FE QIQ WASTE / - INLET , /
. OUTU.� �: a ,, as !' ,/ (DETAIL , 1/ ^ c p 3 3 I! I{ / �J' DRAWING #S) / / �/ A�' N a ❑
STING /+� ♦ _ (� / \ / _ ^
ETP
�l AREA TO BE GRAVELED 1
I POSSIBLE \ •�,
__ TEMPORARY GROUND STOCKPILE'AREA
L.) .1� _ - - - ♦, PROTECTION MATS!
�L / I (SEE NOTE BELOW) ( '
_ I
1 ER LEGEND: W� m" d N I RIP RAP LLI O
I � Z Qom=
OUTLET - - - _ - -- \7 •,� I , I ENT TEMPORARY CONSTRUCTION
O , - - -- - TEMPORARY - I ENTRANCE Z v O
I f / PERIMETER j .9 W
- - /< i DITCH 03 (6.22 TEMPORARY PERIMETER DIKE
6.42 TEMPORARY RIP RAP OUTLET
y °\c TEMPORARY "
I PERIMETER a70
/' c\ -DITCH#1 - -- _ 'RIP RAP ` \—s�-ss`—ss� 6.62 TEMPORARY SILT FENCE
.r DITCH - WELL ` \\ -s— -sue TEMPORARY SILT FENCE OUTLET
ITS OF
a EIP \� - WASTE I O \ TEMPORARY COIR WATTLE
e\
-- -------------- '- 97^ .=a76. \•\ ZO
NV.
\ \ _ aeo ------ 1 \
/ WI SEE DITCH F
Q STOCKPILE NOTE: a
O 3A08 4 00 \ IF STOCKPILE IS NEEDED ITS OUTER LIMITS SHOULD BE SURROUNDED F
a
.
- �««(ORAN/ING'#9) BY SILT FENCE TO HELP KEEP ANY SEDIMENTATION CONTAINED N }Fuj
�^ TEMPORARY T,?f_ Z
PERIMETER I E ( WITHIN ITS BOUNDARIES. J U Z
Nf J o g
DITCH #2 - - Z W
I � F a
\\ FREE Lliv p = w 31
�\ Z U Z
g��< s
sc
/• - - _.. - LIMITS OF - - / z W U 0 N
, CONSTRUCTION l.J 2 2 2
/
` S66_� - 3 z z al
-- ------� �"4, - h� - GRAPHIC SCALE O F-
>>
/ 98'SO„w �.���� - -------------- Li
s o zs as w m m o
(IN FEET) o

Figure 6.03e so More, heads
create grooves peTend "I" to Me
slope. The slope taco ...ad rwt be
badr-bladed during Ole final grading
opeation (source: Va SWCC).
Debris from slope -
aboveiscaughlt IIII —TTfi
by steps. ���1
23'
Drainage (depending on material)
th
an'
—�
tvertical
Cutstepswith
drainage to the back.
Avoid low spots.
Figure 6.03b stanatapping W akpea (morifwd ban, Va SWC%
Groove by cutting furrows III I
alongthecontour. Irregularities
in the soil surface catch rainwater ,,..
and retain lime, fertilizer, and seed. -
me,, 6.03c Growing abpea (modified ham Va Swco),
6.03: TEMPORARY SLOPE GRADING
0-00
SCALE: H: T" 25'
V: 1—5,
5'
EX GRADE 0
CR OF PIPE
__----_
_:�,
171'_Ir14EPE!Z—
PERMANENT STORM PIPE PROFILE
6' MIN.
OVERLAP
TEMPMORARY PLASTIC POLY
FLOW SHEETING (MIN. 10 MIL)
6' MIN.
DEPTH 3
I
ICI
�
TEMPORARY PERIMETER DITCH
(TYP.)
N.T.S.
NOTE: ALL DITCHES MUST BE MATTED WITH A PLASTIC POLY MATTING. SECURE
TO GROUND WITH APPROPRIATE PINS. WHERE SHEETS OVERLAP, UPPER
ELEVATION SHEET SHOULD OVERLAP LOWER ELEVATION SHEET.
PIPE OUTLET OR
TEMPORARY PERIMETER
DITCH TO FLAT AREA NO
WELL- EFINgn CHA EL
Wt do
PLAN VIEW
SECTION A -A f-L—MAN.T
RIP RAP
OUTLET #1
NOTES:
i.
La IS THE LENGTH OF THE RIPRAP APRON.
2.
d=1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6'.
3.
IN A WELL-DEFINED CHANNEL EXTEND THE
APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6' ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4.
A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED BETWEEN THE RIPRAP AND Boll
FOUNDATION.
5.
USE "NO WELL-DEFINED CHANNEL" DETAIL FOI
ALL RIPRAP OUTFALL CONSTRUCTION.
RIP RAP
OUTLET #2
LABEL
DIMENSION
DIMENSION
La
12'
20'
Wit
8'
B'
Wo
12'
22'
6.42: TEMPORARY RIP RAP OUTLET
Practice Standards and Specifications
6.06
A i d arcs or d 4 -ed al - here vehicles enter and Icavc a
Definition €a<p a pa porn -a H
cnnswction are.
Purpose T povide a baf( area where vahialoa pan drop tnair mad and a h-h1 to
void transportingn it onto public od, to cannot —,oa from surface nmof,
and to help control dart.
Conditions Where W'hemv holfc wd) br I —mg a ca a —ma aim and an -mg dimedy omn a
Practice A lies pahlicroadormherpavedoR-Acama conslnmlionptansahouldhn,Onaflic
PP to properly cons wd entrances.
Design Criteria .Aggrnith,Size—Uae2d;nahwaahedama6.
Dimemiooa of gravel pW—
Tlvclmess: 6 inches minimum
Width: 12-feet minimum or fall width at all point, of the vehicWar
envam, and exit area, whkhever is Ip'cater
Lrn nin 504 -minimum
L—tim,- Locate can—im, rnt-- and e u t limit scdi— from
leaving tle he and W provide for maximum utiLdy by III m—maveh,clea
(Figure 6.06n). Avow veep gmdes, and entrances m curves in public mods.
Fig— 6.06. Gaml enaaron/ ni,_sadnmom Gam lasing Me ooro0uci°nails(m ,,, ham Va SWCC).
6.06: TEMPORARY CONSTRUCTION ENTRANCE
OC GRADE
C/L OF PIPE
CW 50%
� o0
4¢q
m
U
a
rca
N m
maw
U
K
5
-o
Z$ OR.
F
m w
O-
m w
03 om?
rvIn
w ° J.
SCALE: H. 1'. 26
V: 1"=5'
TEMPORARY STORM PIPE PROFILE
6max. standard stren th fabric wiI
6' man extra strength fabric witho
•S I'y, O
Steel
Pon
,�° b
14
hc ar
�iC90o�
w.raNatuqground"d
.
wire
ferKe
�n
LL
Cross -Section
View
Ln
Flier
Z V
Steel fabric Backfill trench f�turai
past compact
0
amaghly mound
/afh
al
••m�
��
LIJ
za•
O
Figure 6.62, invallalmn detail of a andimant fence.
6.62: SILT FENCE
STEEL POST a Mac
WIRE CLASS 1 OR 2 RIP -RAP WITH
4 INCHES OF WASHED STONE ON
FENCING UPSTREAM FACE
It -4edwA;?,-.• q
o
m
mbl
c
o
z
WOVEN
FILTER 2,
a
FABRIC
I CIII II -I I �-'LIICIII ITI II�II_ ill I' II III
IIL__-=:1
=
is
.I II III IIF-III-1�11�11:=1- ..
�E'1
lIT
o
..
m
6
rjCi ITLr_Hi Till
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 16
INCHES.
0
E
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5
? rc $
OR #57 WASHED STONE ON THE UPSLOPE SIDE.
z �
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
m n
ru
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED
nos
w O m E
AND AT THE DIRECTION OF THE INSPECTOR.
L? < `h r
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
V eau
Z � U
W e
STEEL POST
CLASS 1 OR 2 1' MIN.
RIP -RAP WASHED STONE
(NCDOT#5 OR
#57)
N'
II
SLOW
MAINTENANCE NOTES
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
w-
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
J F
v�
DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE
MADE IMMEDIATELY.
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2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS
p to
Z V
CLOGGED OR REMOVED IT.
O Q�Q
w V
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF
V
C
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
IS REMOVED SHALL
U F=-. F
k
PLACE AFTER THE SILT FENCE OUTLET BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
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SILT FENCE OUTLET
m
TO BE INSTALLED AS NEEDED
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N.T.S.
n

FILL
Mav I. A," 15
MATERIAL
SeediW NU.- Species
AppBc.tbv Rate
INvcre
�.
II -III -III
14nwnt Milld
STABLE �
-III 1-1II
KennwLv31 TdlFexnc Drn htTnlonnt
1N
NATIVE 901En
I III I � I III III -III I
\�
SEE NOTE BELOW'
N'hilc Clm<r 1'rnidrnt lkronmal
in
0.50
Av 15ro NLr1
BACKFILL
Seeding Mixture Specie.
Appl--- -ere
IZle
/
\
(57 STONE)
Rw Ordn
40
HAUNCH
Kmnwk N31 Tdl Fescue Aiho ht Tnlc,w
IN.
(57 STONE)
SEE NOTE BELOW'
Whit, Cl-a t.idrnt N=nw
111
.'.,.�:.
,'
/
/
6" BEDDING
PERMANENT SEEDING SPECIFICATIONS
NOTE: SERICIA & KOREAN LESPEDEZA IS CONSIDERED AN INVASIVE SPECIES AND IS NOT TO
BE USED ON THIS SITE.. THE FOLLOWING SPECIES CAN BE USED AS AN ALTERNATE
SUBSTITUTION: 1) SWITCHGRASS (PANICUM VIRGATUM), 2) SPUTBEARD BLUESTEM
(ANDROPOGON TERNARIUS), 3) BEGGARLICE (DESMODIUM SPP.), 4) PARTRIDGE PEA
(CHAMAECRISTA FASCICULATE).
FOR LATE WINTER AND
NTS
FOLLOW RECOMMENDATIONS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
EARLY SPRING:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTIUZER
SEEDING MIXTURE:
MULCH:
RYE (GRAIN) -120 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
(OMIT ANNUAL LESPEDEZA WHEN
MULCH ANCHORING TOOL
DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE)
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
SEEDING
DING DATES:
JAN.1 MAY 1
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
FOR SUMMER.
SOILAMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE
(A SMALL -STEMMED SUDANGRASS MAY
MULCH:
BE SUBSTITUTED AT A RATE OF 50
APPLY 4,000 LBIACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
LB/ACRE)
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL
SEEDING DATES
MAY 1-AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 UNACRE GROUND
SEEDING MIXTURE:
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
MULCH:
SEEDING DATES:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
AUG. 15 - DEC 30
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING SCHEDULE
i,FAIFQAI NCITFC-
1. BEFORE THE START OF ANY EARTHWORK THE CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION MEETING
WITH A NC DEC EROSION CONTROL FIELD INSPECTOR, SHIELD ENGINEERING, AND A REPRESENTATIVE FROM THE
NC PRE-REG LANDFILL DIVISION. A POST -CONSTRUCTION MEETING IS REQUIRED BEFORE ANY EROSION CONTROL
MEASURES ARE REMOVED.
2. ALL EROSION CONTROL MEASURES AND MATERIALS SHALL CONFORM TO THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
3. ALL EROSION CONTROL MEASURES AND FACILITIES SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER ALL
RAINFALL EVENTS GREATER THAN 12' IN ORDER TO VERIFY THEIR EFFECTIVENESS. ANY AND ALL DEFICIENCIES
SHALL BE CORRECTED IMMEDIATELY.
4. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY AND MINIMIZE / ELIMINATE
SEDIMENTATION.
5. EXISTING SUBGRADE SHALL BE GRADED TO A SMOOTH AND CONSISTENT GRADE TO MATCH BOTH THE EROSION
CONTROL PLAN AND EXISTING CONDITIONS IN THE FIELD.
6. UNDER NO CIRCUMSTANCES SHALL ANY NEW CUT OR FILL SECTION BE GRADED AT A SLOPE STEEPER THAN 2H:W.
7. THE "STAGINGISTOCKPILE AREA" SHOWN ON PLAN IS TO BE CLEARED AND EROSION CONTROL MEASURES
ESTABLISHED ONLY IF THE AREA IS NEEDED FOR JOB SITE TRAILER, STOCKPILES, WASTE STORAGE, EMPLOYEE
PARKING,ETC. ANY AREA NOT NEEDED OR REQUIRED SHALL BE LEFT UNDENUDED AND UNDISTURBED.
7ABC STONE
(SEE NOTE BELOW] �
L
COMPACTED
I NgVEN
SUBGRADE
GEOTEXTILE
FABRIC
TEMPORARY GRAVEL LAYDOWN AREA
N.T.S.
NOTES:
1. GRAVEL CAN BE REPLACED WITH TEMPORARY GROUND
PROTECTION MATTING BASED ON UNIT COST.
2. IF ACCESS ROAD OR PROTECTION MATTING BECOME MUDDY,
RUTTED OR UNSTABLE, REMOVE OBJECTIONABLE MATERIAL
AND PROVIDE A MORE STABLE SUBSTITUTION.
SEPARATION \
FABRIC (SEE I I ib"MIN.
NOTE 95 BELOW) 24" MAX.
1' WIDTH CENTRAL BEDDING (TYP.)
LOOSELY PLACED
NOTES:
1. BEDDING SHOULD BE LOOSELY PLACED BELOW THE PIPE AND COMPACTED ON ITS
OUTER EDGES.
2, HAUNCH MATERIAL SHOULD BE WORKED IN AROUND PIPE BY HAND TO PROVIDE
UNIFORM SUPPORT. KNIFE IN TO REMOVE ANY VOIDS. COMPACT IN 4" LIFTS TO
90%SPD.
3. BACKFILL MATERIAL TO BE PLACED IN LIFTS NO MORE THAN 6" IN HEIGHT.
COMPACT TO 9D%SPD.
4. FILL MATERIAL SHOULD BE NATIVE SOIL OR GRAVEL FREE OF WASTE MATERIAL
COMPACTED IN TUFTS TO 90% SPD.
5. SEPARATION FABRIC SHOULD HAVE MIN. TENSILE STRENGTH (AT ULTIMATE) OF
2,600 LBSIFT. AND FLOW MIN. FLOW RATE OF 40 GAUMIN/SF.
PIPE BEDDING DETAIL
�- A B C -�
D
PROFILE FOR DITCH LINE
BETWEEN STATIONS 0+00 TO 2+18 MATTING #2
(SEE CHART BELOW)
DITCH PROFILES
18" CLASS'N
RIP RAP
PROFILE FOR DITCH
LINE BETWEEN STATIONS 2NB TO 4+15
DITCH DIMENSIONS (FT.)
STATION
A (NW SIDE OF DITCH)
B
C (SE SIDE OF DITCH)
D
LINING
0+00-0+60
3.00
10.00
4.00
1.00
COIR MATTING #1 (SEE NOTE)
0+60 -2+18
3.00
10.00
4.OD
1,00
TURF MATTING #2 (SEE NOTE)
2+18 - 3+06
6.00
10.00
8.00
2.00
CLASS "A" RIP RAP
3+06-4+00
6.00
3.00
6.00
2,00
CLASS WRIP RAP
4+00 - 4+15
4.50
3.00
4.50
1.50
CLASS "A" RIP RAP
MATTIM(: NCITFS'
1. MATTING 01 MUST CONSIST OF A COIR (BIODEGRADABLE) MATERIAL SUCH AS STRING NETTING AND CONSIST OF STRAW OR COCONUT MATRIX IT MUST BE RATED FOR AN
UNVEGETATED RAINFALL FLOW OF A MINIMUM 6 FPS.
2. MATTING #2 MUST CONSIST OF A COMPOSITE NETTING (POLYPROPYLENE) AND CONSIST OF STRAW OR COCONUT MATRIX. IT MUST BE RATED FOR AN UNVEGETATED
RAINFALL FLOW OF AMINIMUM B FPS.
3. MATTING #3 MUST CONSIST OF A NON -WOVEN PERVIOUS SHEET OF POLYPROPYLENE FIBERS. THE TENSILE STRENGTH MUST BE A MINIMUM OF 200 LBS. AND A
TRAPEZOIDAL TEAR OF 80 LBS.
4. MATTING #4 (TO BE USED TO COVER FRESHLY GRADED AREAS AFTER FINAL GRADE) MUST CONSIST OF A STRAW FIBER MATRIX COVERED WITH 100% BIODEGRADABLE
WOVEN NATURAL FIBER NETTING.
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840.16
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ISOMETRIC VIEW
GENERAL NOTES:
7. USE MINIMUM 121NCH DIAMETER FIBER WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS SECTION
3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH 50 FLOW WILL NOT WASH AROUND WATTLE AND
SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE
WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS
THAN 17' IN LENGTH.
8. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD SPECIFICATIONS.
S. PRIOR TO POLYACRVLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION,
AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED
TO EACH WATTLE.
8. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER
WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY
RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
RFIlI1LAFMT WATTI F
MEDIA (SEE NOTE 2)
SILT FENCE AS NEEDED
VEGETATIVE
BUFFER
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
SHIELD ENGINEERING FOR APPROVAL AND USE. BASED ON NATIVE SOILS ON THIS SITE, DISCHARGE
FROM FILTER MEDIA SHALL NOT PASS ANY SOIL LARGER THAN 180 MICRONS (85 SIEVE).
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAYBE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF EXCAVATED HOLE.
TEMPORARY DEWATERING DETAIL
TEMPORARY
ILASTICIPOLN
COVER
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1.0 NARRATIVE
1.1 PROJECT DESCRIPTION
SHIELD ENGINEERING, INC. HAS PREPARED THIS EROSION AND SEDIMENT CONTROL (EBSC) PLAN UNDER CONTRACT TO THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRE -REGULATORY LANDFILL UNIT (UNIT). THIS PLAN
DETAILS EROSION AND SEDIMENT CONTROL MEASURES TO BE TAKEN DURING REMEDIATION CONSTRUCTION ACTIVITIES PLANNED
TO ADDRESS WASTE HISTORICALLY BURIED AT THE BOSTIC DUMP (SITE). THE REMEDIATION CONSTRUCTION ACTIVITIES WILL
INCLUDE THE CLEARING AND GRUBBING OF MUCH OF THE WORK AREA, STRIPPING AND STOCKPILING OF TOPSOIL (WHERE
AVAILABLE), THE EXCAVATION, REMOVAL, AND RELOCATION OFF -SITE OF WASTE MATERIAL WITHIN THE EXISTING LIMITS OF WASTE
BOUNDARY, AND THE PLACEMENT AND COMPACTION OF BOTH ON -SITE AND OFF -SITE FILL MATERIAL
1.2 SITE DESCRIPTION
THE SITE IS LOCATED IN BOSTIC, NORTH CAROLINA ON THE SOUTH SIDE OF WEST CHURCH STREET (STREET ADDRESS #389),
APPROXIMATELY 1,000 FEET EAST OF WEST CHURCH STREET / BOSTIC ROAD INTERSECTION AS SHOWN ON THE COVER SHEET.
THE WASTE DISPOSAL AREA EXTENDS ACROSS A PORTION A SINGLE PARCEL AND ENCOMPASSES AN AREA OF APPROXIMATELY
0.44 ACRES. THE RUTHERFORD COUNTY PROPERTY IDENTIFICATION NUMBERS (PIM FOR THE PARCEL IS #1633329 (1.64 TOTAL
DISTURBED ACRES). TO ACCESS THE ACTUAL EXCAVATION AREA, CONSTRUCTION VEHICLES AND EQUIPMENT WLL ENCROACH
THROUGH PARCEL #1633330 (0.28 ACRES). THE ENTIRE DISPOSAL AREA IS CURRENTLY COVERED WITH VEGETATION (MOSTLY
WOODED SCRUB GROWTH). THERE IS A NATURAL DRAINAGE FEATURE THAT RUNS IN A WESTERNLY DIRECTION FROM THE EAST
AND TYPICALLY FALLS IN THE CENTER OF THE WASTE AREA LIMITS. THE LOWER 62.8' OF THE DRAINAGE FEATURE HAS BEEN
CLASSIFIED 'RELATIVELY PERMANENT WATERS' BASED ON A JURISDICTIONAL DETERMINATION REQUEST (JDR) THAT WAS
APPROVED BY THE US CORPS OF ENGINEERS ON FEBRUARY 10. 2020.
THE PROJECT SITE IS LOCATED WITHIN THE BROAD RIVER BASIN. IN GENERAL, STORMWATER FLOWS VIA SHEET FLOW AND THE
DRAINAGE FEATURE TOWARDS THE WESTERN EDGE OF THE PROJECT SITE BOUNDARY. AFTER IT LEAVES THE PROPERTY, THE
FLOW TAKES A TURN TOWARDS THE SOUTH AND FOLLOWS A NATURAL DRAINAGE FEATURE FOR APPROXIMATELY 2000 FEET UNTIL
IT EMPTIES INTO THE SECOND BROAD RIVER. THE RIVER IS CLASSIFIED AS WS-V MEANING IT IS PROTECTED AS BOTH A WATER
SUPPLY AND FOR RECREATIONAL USES.
1.3 ADJACENT PROPERTY
THE PROJECT SITE, WHICH IS CURRENTLY LOCATED WTHIN THE BOSTIC MUNICIPALITY, HAS A LAND CLASSIFICATION OF SINGLE
FAMILY RESIDENTIAL ALL ADJACENT PROPERTIES HAVE THE SAME CLASSIFICATIONS. ACCESS TO THE PROPERTY IS DIRECTLY
OFF OF WEST CHURCH STREET WHICH ABUTS THE NOTHERN EDGE OF THE PARCEL,
1.4 SOILINFORMATION
ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE'S SOIL SURVEY, THE PROJECT FALLS WITHIN A ZONE
CONSISTING OF 93.8% PACOLET SANDY CLAY LOAM (PAD2) AND UDORTHENTS, LOAMY (UDC). IN GENERAL, THE PACOLET SERIES
CONSITS OF VERY DEEP, WELL DRAINED, MODERATELY PERMEABLE SOILS THAT FORMED IN RESIDUUM WEATHERED MOSTLY
FROM FELSIC IGNEOUS AND METAMORPHIC ROCKS OF THE PIEDMONT UPLANDS. SLOPES ON THIS SITE ARE GENERALLY 8 TO 25
PERCENT.
1.5 SITEGEOLOGY
THE SITE IS IN THE INNER PIEDMONT BELT AND BEDROCK IS CLASSIFIED AS BIOTITE GNEISS (GEOLOGIC MAP OF NORTH CAROLINA,
1985). SITE SOILS LOCATED AT THE NORTHERN PORTION OF THE SITE HAVE BEEN CLASSIFIED AS PACOLET SANDY CLAY LOAM
WITH 8 TO 15 PERCENT SLOPES. THE SOILS LOCATED WITHIN THE REMAINDER OF THE SITE HAVE BEEN CLASSIFIED AS PACOLET
SANDY CLAY LOAM WITH 15 TO 25 PERCENT SLOPES. SOILS FROM BORINGS WITHIN AND AROUND THE WASTE DISPOSAL AREA
WERE GENERALLY CLASSIFIED AS RED TO DARK REDDISH BROWN SILTY SAND WITH SATURATED SOILS ENCOUNTERED FROM 6.5
TO 12.5 FEET BELOW SURFACE (FES). BEDROCK WAS ENCOUNTERED FROM 7 TO 14 FES (OBG, 2017).
1.6 PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
BECAUSE OF THE COMPLEXITY OF THIS PROJECT, IT WILL BE DONE IN NUMEROUS PHASES AND THE EROSION CONTROL
MEASURES MAY HAVE TO BE ADJUSTED DURING EACH PHASE TO BETTER MEET PROPER EROSION ELIMINATION TACTICS BASED
ON FIELD CONDITIONS. PLAN VIEWS AND CONSTRUCTION DESCRIPTIONS OF EACH PHASE CAN BE FOUND ON DRAWNGS 6-8.
THE EROSION AND SEDIMENTATION CONTROL MEASURES PROVIDED HEREIN WERE DESIGNED AND SPECIFIED IN GENERAL
ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL PUBLISHED BY NCDEQ.
1.6.1 LAND GRADING (6.02)
THIS PROJECT DEALS PRIMARILY WITH THE EXCAVATION OF BURIED WASTE MATERIAL, THE PLACEMENT AND COMPACTION OF
FILL SOILS, AND THE FINE GRADING AND SEEDING OF THE FINAL GRADE. GRADING WILL BE DONE IN PHASES TO HELP MINIMIZE
THE UNNECESSARY CLEARING AND GRUBBING OF AREAS THAT ARE NOT IMMEDIATELY PROPOSED FOR GRADING ACTIVITIES.
THIS WILL GREATLY REDUCE THE OVERLAND SEDIMENTATION OF DISTURBED SOILS DURING THE LENGTH OF THE PROJECT.
1.6.2 SEDIMENT FENCE (&152)
SILT FENCE WILL BE INSTALLED AROUND THE PERIMETER OF THE PLANNED DISTURBED AREA TO LIMIT THE AMOUNT OF
POTENTIAL SEDIMENT LEAVING THE SITE. IT WILL ALSO BE PLACED AROUND ANY SOIL STOCKPILE AREA THAT WLL BE UTIUZED
STARTING WTH THE FIRST PHASE OF THE PROJECT. ANY REQUIRED REPAIRS DURING THE GRADING OPERATONS WILL BE
MADE IMMEDIATELY. SEDIMENT DEPOSITS WILL BE REMOVED AFTER EACH STORM EVENT, AND WHEN DEPOSITS REACH
APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS NO LONGER REQUIRED WILLBEDRESSED TO CONFORM TO THE EXISTING GRADE, REPAIRED, AND SEEDED.
SEDIMENT FENCE W LL BE INSTALLED AS PER PLAN AND/OR AS NEEDED.
1.6.3 COIR SOCK / SEDIMENT WATTLE (6.66)
COIR SOCKS I SEDIMENT WATTLES MAY BE USED IN THE MAIN CHANNEL WHERE UNFORESEEN OR EXCESSIVE SEDIMENTATION
MAY TAKE PLACE. THE CONTRACTOR IS TO INSPECT THE WORK AREA(S) ON A DAILY BASIS AND'RETROFIT ANY AREAS WHERE
SEDIMENTATION MAY BE TAKING PLACE WITH ADDITIONAL COIR SEDIMENT LOGS /WATTLES.
1.6.4 SURFACE STABILIZATION
SURFACE STABILIZATION WILL BE ACCOMPLISHED WTH MATTING, VEGETATION AND MULCH AS SPECIFIED IN THE VEGETATION
PLAN, VEGETATION WILL BE PLANTED IMMEDIATELY UPON THE COMPLETION OF FINAL GRADING. TEMPORARILY STABILIZE
DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN THE NUMBER OF CALENDAR
DAYS AS THEY ARE LISTED IN THE STABILIZATION CHART ON DRAW NG #13.
1.6.5 CONSTRUCTION ENTRANCE(6.05)
WHERE CONSTRUCTION VEHICLE ACCESS ROUTE INTERSECTS W. CHURCH STREET, PROVISIONS SHALL BE MADE TO MINIMIZE
THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED SURFACES. WHERE SEDIMENT IS TRANSPORTED ONTO A
PAVED OR PUBLIC ROAD SURFACE, THE ROAD WILL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT WILL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA
STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THE MANNER DESCRIBED HEREIN. A TEMPORARY
CONSTRUCTION ENTRANCE WILL BE PROVIDED AT THE SITE PRIOR TO THE START OF CONSTRUCTION. AN OPEN GRADED
STONE BASE ENTRANCE WILL BE PROVIDED AT THE SITE TO HELP LIMIT THE SOIL TRACKED OFFSITE BY CONSTRUCTION
TRAFFIC. THE APPROXIMATE LOCATION OF THE CONSTRUCTION ENTRANCES AND CONSTRUCTION DETAILS ARE PROVIDED ON
DRAWING #6.
1.6.6 DUST CONTROL (6.84)
DUST CONTROL IS NOT EXPECTED TO BE A PROBLEM, DUE TO THE DISTANCE FROM THE SITE TO THE NEAREST AREA OF
CONCERN. SHOULD EXCESSIVE DUST BE GENERATED, SPRINKLING OF WATER ON THE PROBLEM AREAS WILL BE CONDUCTED
TO MINIMIZE THE PROBLEM.
1.6.7 TEMPORARY PERIMETER DIKE (6.22)
TEMPORARY PERIMETER DIKES (AND TEMPOARY CMP STORM PIPE) WILL BE UTILIZED DURING THE PROJECT TO HELP
KEEP 'GLEAM OFFSITE STORM RUNOFF AWAY FROM THE DISTURBED AREAS THROUGHOUT THE DURATION OF THIS
PROJECT. DUE TO THE FACT THAT A VAST MAJORITY OF THE WASTE MATERIAL FALLS WITHIN A DRAINAGE FEATURE, IT IS
CRITICAL TO DIVERT AS MUCH STORM RUNOFF BEING CONVEYED FROM ABOVE THE WORK AREA AROUND THE DISTURBED
AREAS TO HELP MINIMIZE SEDIMENTATION.
1.6.8 PHASING PORCEDURES
SINCE TEMPORARY SEDIMENT BASINS AND TRAPS ARE NOT ALLOWED IN A STREAM, THIS PROJECT WILL BE CONDUCTED IN
THREE PHASES. THOSE PHASES CAN BE SEEN ON DRAWING #6. EACH PHASE WILL CONSIST OF THE FOLLOWING PRACTICES:
1. CLEAR, GRUB, AND REMOVE MATERIAL FROM THE PROPOSED AREA TO BE GRADED.
2. EXCAVATE BURIED WASTE MATERIAL THE PROPOSED EXCAVATED PIT AS SHOWN ON DRAWING #41S BASED ON
ENVIRONMENTAL TEST PITS AND GPR SURVEY. ACTUAL AMOUNT OF WASTE MATERIAL MAY VARY IN EACH PHASE.
3. AFTER ALL OF THE MATRIAL HAS BEEN REMOVED AND VERIFIED, BACKFILL, COMPACT, AND REGRADE AREA AS SHOWN ON
THE GRADING PLAN, DRAWNG #5. SEETHE PROFILES FOR THE DIFFERENT DITCH SECTIONS ON DRAWING #8.
4. SEED ENTIRE FINAL GRADED AREAS AND MAT PER SPECIFICATIONS ON THIS DRAWING (SECTION 4.0).
IT IS ESSENTIAL THAT ENOUGH PLASTIC POLY SHEETING BE KEPT ONSITE TO BE ABLE TO COVER THE ENTIRE DISTRUBED AREA
WITHIN EACH OF THE THREE PHASES ATANY ONETIME. THE SHEETING MUST BE PLACED DURING ANY RAINSTORM OR BEFORE
ANY FORCASTED RAIN EVENT. MATERIALS TO HOLD THE SHEETING IN PLACE DURING HEAVY RAINS AND/OR WINDS MUST ALSO
BE UTILIZED WHEN COVERING DISTURBED AREAS. BY COVERING THE OPEN AREAS DURING EACH PHASE, THIS WILL HELP
ELIMINATE SEDIMENTATION.
AFTER EACH RAIN EVENT, A PUMP AND -SEDIMENT DEWATERING SACK- MUST BE USED TO DRAIN ANY EXCESS WATER FROM
THE EXCAVATED SUMP AREA SEE DETAIL ON DRAWING #9.
2.0 MAINTENANCE PLAN
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL MEASURES DURING THE CONSTRUCTION
OF THE PROJECT. ONCE THE PROJECT HAS BEEN COMPLETED, THE OWNER OF THE FACILITY WILL BECOME RESPONSIBLE FOR
MAINTAINING THE PERMANENT MEASURES. TYPICAL MAINTENANCE ISSUES INCLUDE THE FOLLOWNG'
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION AFTER ANY
RAINFALL EVENT OF 0.5' OR GREATER OR AT LEAST ONCE EVERY SEVEN DAYS PER THE NPDES PERMIT. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTCESAS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 0.5 FEET IN DEPTH
OR GREATER AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3.0 SPECIFICATIONS
3.1 LANDGRADING
1. LAND GRADING SHALL BE KEPT TO A MINIMUM AT ALL TIMES.
2. FINAL GRADING SHOULD BE SLOPED SO THAT STORM RUNOFF SHEET FLOWS AS SHOWN ON THE DRAWNGS.
3. WHEN THE AREA HAS BEEN PROPERLY STABILIZED AND APPROVED BY THE EROSION S SEDIMENT CONTROL INSPECTOR,
ALL OF THE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WILL BE REMOVED AND THE DISTURBED AREA
GRADED TO BLEND WITH THE SURROUNDING AREAAND VEGETATED.
3.2 SEDIMENT FENCE AND EROSION CONTROL WATTLES
1. CONSTRUCT THE SEDIMENT FENCE OR EROSION CONTROL WATTLES ATTHE LOCATIONS SHOWN ON THE DRAWNGS.
2. LOCATE POSTS DOWN SLOPE OF FABRIC TO HOLD FENCING.
3. BURY TOE OF FENCE APPROXIMATELY B' DEEP TO PREVENT UNDERCUTTING.
4. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FABRIC ATA SUPPORT POST WTH OVERLAP TO THE NEXT POST.
5. FILTER FABRIC IS TO BE OF NYLON, POLYESTER, PROPYLENE, OR ETHYLENE YARN WITH AN EXTRA STRENGTH 50
LBIUNEAR INCH (MINIMUM), AND WITH A FLOW RATE OF AT LEAST 0.3 GAUFT2IMINUTE. FABRIC SHOULD CONTAIN
ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. POST TO BE STEEL WTH A MINIMUM LENGTH OF 4 FEET.
7. THE DISTANCE BETWEEN THE POSTS, CENTER TO CENTER, SHALL NOT EXCEED 8'
B. DETAILS FOR BOTH THE SEDIMENT FENCE AND WATTLES CAN BE FOUND ON THE DRAWNGS.
3.3 TEMPORARY CONSTRUCTION ENTRANCE
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTED AS NEEDEDIREQUIRED THROUGHOUT THE
DURATION OF THE PROJECT. A CONSTRUCTION ENTRANCE, AS DETAILED ON DRAW NG #9, SHALL BE UTILIZED TO HELP
ELIMINATE SEDIMENT ON CONSTRUCTION VEHICLES FROM LEAVING THE SITE.
2. USE CRUSHED STONE 2' 3' IN SIZE.
3. THE GRAVEL CONSTRUCTION ENTRANCE AND ACCESS WAYS SHALL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE SITE. SHOULD MUD BE TRACKED OR WASHED ONTO PUBUC ROADS IT MUST BE REMOVED
IMMEDIATELY.
4.0 VEGETATIVE PLAN
SEEDBED PREPARATION
1. REMOVE ROCKS AND DEBRIS THAT COULD INTERFERE WTH TILLAGE AND THE PRODUCTION OF A UNIFORM SEEDBED.
2. APPLY LIME AND FERTILIZER AT RATES RECOMMENDED; SPREAD EVENLY AND INCORPORATE INTO THE TOP 6".
3. BREAK UP LARGE CLODS AND RAKE INTO A LOOSE, UNIFORM SEEDBED.
4. RAKE TO LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.
SEEDING METHODS
1. BROADCAST SEED AT THE RECOMMENDED RATE WITH A CYCLONE SEEDER, DROP SPREADER, OR CUL71PACKER SEEDER.
2. RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT.
MULCH
APPLY GRAIN STRAW AND TACK AS RECOMMENDED.
MAINTENANCE
RESEED, FERTILIZE AND MULCH AS NECESSARY.
CONSTRUCTION SEQU
ENCE
1. ONCE A CONTRACTOR IS CHOSEN, A REPRESENTATIVE FROM THAT FIRM MUST COMPLETE, SIGN, AND NOTARIZE
THEMSELVES AS THE RESPONSIBLE PARTY ON THE FINANCIAL RESPOSIBIUTY AND OWNERSHIP FORM. NO WORK
WILL BE PERFORMED UNTIL THE FORM HAS BEEN APPROVED AND FILED WITH THE NC DEC.
2. SETUP A PRE -CONSTRUCTION MEETING WITH REPRESENTATIVES FROM THE FOLLOWING FIRMS/AGENCIES BEING
INVITED: 1) NC DEQ EROSION CONTROL INSPECTOR; 2) NC DEQ WASTE MANAGEMENT GROUP; 3) SHIELD
ENGINEERING; 4) REMEDY CONTRACTOR.
3. RAVE A PRIVATE UTILITY LOCATOR SCAN THE AREA OF EXCAVATION FOR THE NEW PERMANENT STORM PIPE FOR
ANY BURIED UTILITIES.
4. AFTER STEPS #1 AND #2 HAVE BEEN ACCOMPLISHED, BEGIN ESTABLISHING EROSION CONTROL MEASURES AS
SHOWN ON DRAWING #6 IN THE FOLLOWING ORDER:
4.1. CONSTRUCTION ENTRANCE
4.2. ESTABLISH CLEARING UMITS
4.3. SILT FENCE W/ SILT FENCE OUTLET
4.4. ESTABLISH LAYDOWN AREA USING GRAVEL OR GROUND PROTECTIVE MATTING (AREA FOR NEW PIPE
ALIGNMENT MAY BE LEFT BARE UNTIL STEP 5.3 IS COMPLETED)
4.5. PROVIDE SEDIMENT LOGS IN MAIN DITCH
5. AFTER STEP 03, CONTACT NC DEQ FOR AN ON -SITE INSPECTION. SHOW EVIDENCE OF ON -SITE POLY PLASTIC
SHEETING TO PROVIDE COVER OF DENUDED AREAS DURING RAIN EVENTS (SEE SECTION 1,6.8 'PHASING
PROCEDURES' ON DRAWING #10).
6. AFTER NC DEQ APPROVAL, ESTABLISH THE REMAINDER OF THE EROSION CONTROL MEASURES:
6.1. TEMPORARY PERIMETER DITCHES (INCLUDING RIP RAP OUTFALLS)
6.2. INSTALL TEMPORARY STORM PIPE PER PROFILE ON DRAWING #7 (INCLUDING RIP RAP OUTFALL)
6.3. INSTALL PERMANENT STORM PIPE 1-2 PER PROFILE ON DRAW NG #7 (INCLUDING RIP RAP OUTFALL)
7. BEGIN REMEDIATION WORK IN PHASE I ONLY. TYPICAL PROCEDURES FOR EACH OF THE PHASING AREAS ARE AS
FOLLOWS (ALSO SEE SECTION 1.6.8 ON DRAWING #10:
7.1. REMOVE TIMBERED DEBRIS FROM THE SITE FOR PROPER DISPOSAL. AS AN ALTERNATIVE, THIS DEBRIS CAN
BE CHIPPED FOR USE AS GROUND COVER
7.2. CLEAR, GRUB, AND HAUL AWAY VEGETATIVE MATTER
7.3. BEGIN EXCAVATION, REMOVAL, AND HAULING OF WASTE MATERIAL AS SHOWN ON DRAWING 04.
7.4. AFTER WASTE MATERIAL HAS BEEN REMOVED, BACKFILL, COMPACT, AND REGRADE AREA AS SHOWN ON
DRAW NG #5.
7.5. FINE GRADE, SEED, AND PLACE JUTE MATTING (DRAWING #8,'MATTING NOTES', MATTING #4).
8. ONLY AFTER PHASE I IS COMPLETED, BEGIN WORK ON PHASE II AND SUBSEQUENTLY PHASE III.
9. IT IS TO BE NOTED THAT PORTIONS OF THE EXCAVATION AREA WHERE WASTE IS BELIEVED TO BE BURIED FALL
BELOW THE WATER TABLE (PARTICULARLY PHASE III). BECAUSE ALL EXCAVATION IS TO BE 'DONE IN THE DRY- TO
THE BEST EXTENT PRACTICAL, A DEWATERING PROCEDURE WILL NEED TO BE IMPLEMENTED FOR THESE AREAS. IT
IS SUGGESTED THAT A PERFORATED PVC PIPE LARGE ENOUGH IN DIAMETER TO ACCOMMODATE A PUMP BE
PLACED IN THE LOWEST AREA POSSIBLE. THIS WLL ALLOW FOR THE PUMP TO PROVIDE CONTINUOUS LOWERING
OF THE WATER TABLE WHILE EXCAVATION ACTIVITIES ARE TAKING PLACE. A DEWATERING PLAN FROM THE
DESIGNATED CONTRACTOR IS TO BE SUBMITTED TO SHIELD ENGINEERING FOR APPROVAL PRIOR TO PROJECT
COMMENCEMENT.
10.DURING THE BACKFI WING OPERATIONS IN PHASE 111, CARE SHOULD BE TAKEN TO MAKE SURE THAT THE DITCH IS
BUILT TO THE PROPER ELEVATIONS SO THAT THE NATURAL SPRING OUTLET IN THE DITCH AS SHOWN ON THE
DRAWINGS IS AT ELEVATION 850.00 SO THAT THE NATURAL SPRING RETAINS ITS NATURAL STATE AFTER THE
PROJECT.
11.AFTER ALL THREE PHASES HAVE BEEN COMPLETED, INCLUDING THE DIFFERENT DITCH SECTIONS AND MATTINGS,
FINE GRADING SEEDING AND JUTE MATTING 6.4 STEP SEE CONTACT NC DEG FOR AN ONSITE INSPECTION.
( ),
ONLY AFTER DEC GIVES ITS APPROVAL THAT THE NEW DITCH HAS PROPER GROWTH, REMOVE TEMPORARY STORM
PIPE REGRADE EXCAVATED TRENCH AFTER PIPE ROMOVAL TO MATCH AND TIE INTO SURROUNDING EXISTING
GRADES. TIE IN RIP RAP DITCH BELOW NEW PIPE OUTFALL 01 TO NEW RIP RAP DITCH AT EASTERN EDGE OF PHASE
I.
12REMOVE ALL OF THE GRAVEL OR TEMPORARY GROUND PROTECTION MATS. VERIFY WITH SHIELD ENGINEERING
THE LIMITS OF GRAVEL AND/OR CONSTRUCTION ENTRANCE IS TO REMAIN ON SITE PER LANDOWNER'S REQUEST.
13. AFTER FINAL APPROVAL FROM NC DEQ, REMOVE REST OF EROSION CONTROL MATERIAL (SILT FENCE, TEMPORARY
DIVERSION DIKES, TEMPORARY RIP RAP OUTFALLS, ETC.
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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 NCGO1 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.
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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
P
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.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary' Stabilization-
;. Permanent Stabllization`. ".
• Temporary grass seed covered with straw or
• 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
DLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
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
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. 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.
6. 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.
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. 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 s. ravel ad and surround with sand bags.
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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.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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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 be 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.
6. 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. Post 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
1. 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
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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 (and 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
1. Identification ofthe 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 outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
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,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Anions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event _ 1.0 Inch in
2. Description, evidence and date of corrective actions taken and
24 hours
3. An explanation asto 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 from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
Aker each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground rover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe oran assurance that they will be provided as
soon as possible.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC 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
plan or complete, date 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 asite-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. [40 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.
PART 111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be 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)
858-0368.
Occurrence
I
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 address the cause of the deposition.
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 sediment -
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 oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) 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)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendar days, areport that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
lel Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendardoys, a reportthat 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 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
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