20190564 Ver 1_More Info Received_20190620

Homewood, Sue
From: Ben Wilson < [e-mail] >
Sent: Wednesday, June 19, 2019 9:23 PM
To: [e-mail]; David Kwiatkowski
Cc: Homewood, Sue
Subject: [External] RE: Request for Additional Information: Elon College Landfill remediation;
3016 Amick Rd., Elon, Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
Attachments: ElonLandfiIIPlans_Rev_06_16_19_Sealed. pdf, ElonLandfill_PCN_RevSm_Signed.pdf
External a Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail] I
David and Sue:
Attached is the revised PCN and Plans with the changes made. Please note the following 2 items:
• We are still submitting under NWP 13 as there will be no excavation in the stream. This is explained in the cover
letter attached.
• Item B -3b. on Page 2 The total stream footage on site is 777 Lft rather than 177 Lft which was an error/typo on
the first submittal.
Please feel free to contact by cell phone or email any further questions.
Benjamin V. Wilson PEI PRINCIPAL GEOTECHNICAL ENGINEER I ATC Group Services LLC
[phone] [phone] mobile
2725 E. Millbrook Road, Suite 121 1 Raleigh, NC 27604
[e-mail] I www.atcgroupservices.com
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of this email and any attachments. The views or opinions expressed are the author's own and may not reflect the views or opinions of ATC.
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, May 21, 2019 3:52 PM
To: David Kwiatkowski <[e-mail]>; Ben Wilson <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: [EXTERNAL] Request for Additional Information: Elon College Landfill remediation; 3016 Amick Rd., Elon,
Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
[External Email] This email originated from outside of the ATC mail system. Please use caution when
opening attachments.

CLASSIFICATION: UNCLASSIFIED
Messrs. Kwiatkowski and Wilson,
Thank you for your PCN and attached information, dated 4/9/2019 (received 4/24/2019), for the above referenced
project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide
Permit (NWP) 13 (http://saw-reg.usace.army.mil/NWP2017/2017NWP13.pdf). Please submit the requested information
below (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we may deny verification of the use of
the Nationwide Permit or consider your application withdrawn and close the file:
1) The wetland and stream areas shown on Plan Sheets 1-12 do not match those verified for the Approved
Jurisdictional Determination dated 12/20/2016. Please revise these features and resubmit the plan sheets;
2) Given the waste removal proposed from within the stream bed of Travis Creek (per Plan Sheets 5), the proposed
impacts to waters of the US would not all fit under NWP 13. As such, I recommend that the project instead be
proposed under NWP 39, which would cover all proposed impacts to waters of the US;
3) Please itemize the stream impacts proposed for waste removal from within the banks of Travis Creek per Plan
Sheet 5 as a separate line item on Section C.3. (i.e. Impact S2) of the PCN. These impacts would be in addition to
those listed for bank stabilization on line S1 of Section C.3 of the PCN. Please also add a call -out note on Plan
Sheet 5 labeling this separate impact (i.e. Impact S2) with the linear footage and area of impact within Travis
Creek;
4) Please provide the dewatering extent within Travis Creek for the gabion installation and waste removal, and
describe/show the dewatering method. Please also reference the email regarding this topic from NCDWR on
5/21/2019.
5) Please provide all requested information to my attention via email, as my files for this project are electronic.
Please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
CLASSIFICATION: UNCLASSIFIED

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3TC
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
June 15, 2019
David E. Bailey, PWS Via email: David. [e-mail]
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Sue Homewood Via email: [e-mail]
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
RE: Elon College Landfill Mitigation
Request for Additional Information:
3016 Amick Rd., Elon, Alamance Co.;
SAW -2016-02022 (UNCLASSIFIED)
Mssrs:
Elon College Landfill Remediation
2725 East Millbrook Road
Raleigh, NC 27604
Telephone [phone]
Fax [phone]
www.atcgroupservices.com
Below please find response to the request for additional information in your email of May 21, 2019. ATC
comments in Red.
1) The wetland and stream areas shown on Plan Sheets 1-12 do not match those verified for the
Approved Jurisdictional Determination dated 12/20/2016. Please revise these features and
resubmit the plan sheets; The areas have changed on all drawings to coincide with the approved
delineation.
2) Given the waste removal proposed from within the stream bed of Travis Creek (per Plan Sheets
5), the proposed impacts to waters of the US would not all fit under NWP 13. As such, I
recommend that the project instead be proposed under NWP 39, which would cover all
proposed impacts to waters of the US; There will not be excavated waste removal in the stream
itself. Only "hand cleanup" of tires and surface debris. We do not believe this to be considered
excavation or dredging and so should all fall under NWP13. We have changed the drawings
showing the full waste removal area to end at the Travis Creek bank.

ATSC
June 15, 2019June 19, 2019
Page 2 of 2
3) Please itemize the stream impacts proposed for waste removal from within the banks of Travis
Creek per Plan Sheet 5 as a separate line item on Section C.3. (i.e. Impact S2) of the PCN. These
impacts would be in addition to those listed for bank stabilization on line S1 of Section C.3 of the
PCN. Please also add a call -out note on Plan Sheet 5 labeling this separate impact (i.e. Impact S2)
with the linear footage and area of impact within Travis Creek; We have itemized the stream
impacts proposed for waste removal from within the banks of Travis Creek now shown as a call
out on Plan Sheet 5 as a separate line item on Section C.3. (i. e. Impact S2) of the PCN. The
gabions will be placed up to or behind the limits of the existing north bank of Travis Creek.
4) Please provide the dewatering extent within Travis Creek for the gabion installation and waste
removal, and describe/show the dewatering method. Please also reference the email regarding
this topic from NCDWR on 5/21/2019. The gabions will be placed outside of the limits of the
existing north bank of Travis Creek. They will be placed in an excavated trench behind the bank
and placed in the wet so no dewatering is proposed.
5) Please provide all requested information to my attention via email, as my files for this project
are electronic. Via email as you requested.
The revised PCN package is attached. The revised plans reduced to 11x17 size are enclosed as a separate
pdf. Please email or call if you have any changes or questions.
Respectfully
2;,,ociates of Nina, PC
Benjamin V. Wilson, P.E.
Principal Engineer
[e-mail]
Cell No 919-697-5446
Attachment: Revised PCN Package (38 Pages)
Enclosure: Revised Plans (13 Sheets) 11x17 (reduced size)

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2008
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit [] Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑_ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes Z No
For the record only for Corps Permit:
E]Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑Yes No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a. Name of project:
Elon College Landfill
2b.
County:
Alamance
2c.
Nearest municipality 1 town:
Elon College
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Oakley, Gary M. Sr and Pamela
3b.
Deed Book and Page No.
DB 7$9 PG 848
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
3016 Amick Road
3e.
City, state, zip:
Elon, NC 27244
3f.
Telephone no.:
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:
❑ Agent Other, specify:
4b. Name:
David Kwiatkowski
4c. Business name
(if applicable):
NCDEQ - Preregulatory Landfill Unit NCDEQ
4d. Street address:
1646 Mail Service Center - 217 West Jones Street
4e. City, state, zip:
Raleigh, NC 27699-1642
4f. Telephone no.:
919-707-8230
4g. Fax no.:
4h. Email address:
[e-mail]
5. AgentlConsultant Information (if applicable)
5a. Name:
Ben Wilson
5b. Business name
(if applicable):
ATC Group services, LLC
5c. Street address:
2725 East Millbrook Road Suite 121
5d. City, state, zip:
Raleigh, NC 27604
5e. Telephone no.:
919-871-0999
5f. Fax no.:
737-207-8261
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 8846-75-0714
1b. Site coordinates (in decimal degrees):
Latitude: 36.126109 Longitude: 79.518394
1c. Property size:
11.35 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Travis Creek
2b. Water Quality Classification of nearest receiving water:
WS -V (upstream water supply) NSW(nutrient sensitive)
2c. River basin:
Haw River Jordan Lake
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently wooded with cleared areas with brush in the old landfill area. The landfill area is at the back of the site and extends all the way to
the Travis Creek banks. The banks of Travis Creek are wooded with underbrush.
3b. List the total estimated acreage of all existing wetlands on the property: pt Ia5g .AI! 2 -ET
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: rlq t L_f7
3d. Explain the purpose of the proposed project:
To regrade the landfill area, provide a clay cover, and provide permanent ground cover to stabilize the site.
3e. Describe the overall project in detail, including the type of equipment to be used:
Plans and specifications are attached. The site will be graded using conventional earth moving equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property !
ro'ect (includingall prior phases)in the past?
0 Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ® Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): David Bailey
Agency/Consultant Company: ATC - Ben Wilson
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
December 20, 2016 -attached
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ER No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes No
6b. If yes, explain.
Page 3 of 10
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):
❑ Wetlands 0 Streams — tributaries [9 Buffers ❑ open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1 -
Choose one
Choose one
Yeaft
-
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:
2h. Comments:
No wetlands will be affected only the north bank of Travis Creek will be lined.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Stabilization
TRAVIS CREEK
PER
-Both
0
177
S2 P
Grading (See S2 below)
TRAVIS CREEL
PER
-Both
0
177
S3 -
Choose one
-
-
S4 -
Choose one
85 -
Choose one
-
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
177
3i. Comments:
S1 -The north bank of Travis Creek will be stabilized with gabions to the elevations and extent shown on the plans to protect the embankment from
erosive stream flow_ The area above will be regraded and stabilized to protect the landfill area. S2- The buried waste in the buffer areas will be
removed and the area regraded to the contours shown. Area of Buffer Impact will be 8,420 sq ft in zone 1 and 6,630 sq ft in Zone 2,
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b_
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open wafter impacts
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. 5d. 5e.
Weiland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i_ Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this foram.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ® Other:Jordan
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 P
Landfill Stabilization
Travis Creek
No
8.420
6,630
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
8,420
6,630
6i. Comments: Temporary impacts to the buffer will include bank stabilization with gablons and regrading and vegetative stabilization of the buffers to
protect the landfill area.
Page 5of10

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.
The landfill remediation will have an aggressive erosion control plan. In addition only those areas that have landfill waste as well as the minimum
access required will be utilized. All access roads and construction pathways will be in the interior of the graded area.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All construction on the Travis Creek banks will be from the top down thus minimizing impacts to the creek itself. All access and construction roads to
the creek will be on the interior of the construction area to minimize clearing as well as sedimentation. Vegetation will be left as long as possible and
sediment controls will be immediately added when vegetation is cleared.
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 Q 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
❑ 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 In4ieu 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

S. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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
1a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c.
The
if this project DOES NOT require a Stormwater Management Plan, explain why:
site will be graded and then vegetation will be reestablished. The final state of the site will have 0% impervious area.
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?
❑ Phase ll
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ NSW
F] E
F] WaterSupply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
C
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ORW
[]Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
[ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
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/statellocal) funds or the
Oyes
❑ No
use of public (federaltstate) land?
1b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes
0 No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing Nouse? (if so, attach a copy of the NEPA or SEPA final approval
E] Yes
❑ No
letter_)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
® No
or Riparian Suffer Rules (15A NCAC 213 .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes
N No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
Og 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.
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 ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Program and US Fish and Wildlife Data Base
B. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
US Fish and Wildlife EFH Mapper
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 0 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?
None - site visit only
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
After the project plans and specifications are approved a CLOMR will be prepared to account for the small change In the FEMA flood elevations and
ficoodway.
8c. What source(s) did you use to make the floodplain determination?
FEMA computer files evaluated by FEMA consultant
Benjamin V. Wilson, PE
ApplicantlAgent's Printed Name
Date
!
A icantlAgent's Signature
(Agent's mature is valid only if an authorization
letter from the applicant isprovided.)
M
Page 10 of 10

Elon College Landfill PCN
Attachments
1. 401 and Buffer Permitting PCN Submittal Checklist
2. Landowner Authorization Letters (2)
3. COE Wetlands Determination 12-20-16
4. NCDWQ Stream Determination 12-12-16
5. ATC Wetlands Stream Report Excerpt 11-16-16 with Location Map, USGS
Map County Soils Map etc.
6. Elon College Landfill Plans (12 Sheets)

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
[�
The application fee (Checks may be made out to "N.C. Division of Water Resources"
24 or 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size pians along with two copies of 11 X 17 fans)
❑ Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
r VA, supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(httt ://portal.ncdenr.or.q/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
[ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
pp S 1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
htt :!1 ortal,ncdenr.or /web/Ir/bm -manual).
DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans: j P G}t:'+ &oiof i $-04 &,,4 bt-�4pt(t►JAr(-j.-zJ
The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
Er The most recent version of the bound and published County NRCS Soil Survey Map
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www,nc.nres,usda.goyl). GIS soil layers are not acceptable.
[Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
Ir. The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
[Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
■ Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
■ Existing roads, culverts, and other pertinent features
■ North arrow and the scale (1":50' scale is recommended),
[Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-ourisdictional wetlands
streams water features and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
2"'Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
[Proposed impacts - All impacts to jurisdictional and non jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts:5 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
[� Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ ,44,All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ V'�'Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
[� Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
9-1 Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ /Va The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact maps).
❑ rvA For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ V/x Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic fife passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ n Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

Waste Management
ENVIRONMENTAL QUALITY
Paul and Lisa Helms
PIN # 8846753143
Elon, Alamance County, NC
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secrelan-
ELON COLLEGE LANDFILL — AMICK RD.
NONCD0000730
I/We own the above referenced property.
MICHAEL SCOTT
Acting Director
I/We hereby grant permission to the State and the State's representatives access to my/our property to
conduct remedial activities to protect public health and the environment from hazards that resulted from past
operations of a landfill that ceased operation prior to January 1, 1983. I/We agree to concurrently record a
Plat Notic d a Declaration of Perpetual La Use Restrictions.
Signed CC Ii/� 7� ) 0 azlo
&ttll
Name (Print)
Return to: David P. Kwiatkowski, Hydrogeologist
Division of Waste Management
NC Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
RECFfEI)
JAN 0 4 2017
Superfund Section
State of North Carolina I Environmental Quality I Waste Management
1646 Mail Service Center 1 217 West Jones Street I Raleigh, NC 27699-1646
919 707 8200 Telephone

Waste Management
ENVIRONMENTAL QUALITY
Gary and Pamela Oakley
PIN # 8846750714
Elon, Alamance County, NC
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretory
ELON COLLEGE LANDFILL — AMICK RD.
NONCD0000730
I/We own the above referenced property.
MICHAEL SCOTT
Acting Director
I/We hereby grant permission to the State and the State's representatives access to my/our property to
conduct remedial activities to protect public health and the environment from hazards that resulted from past
operations of a landfill that ceased operation prior to January 1, 1983. I/We agree to concurrently record a
Plat Notice, nd a Declaration of Perpetual LanLUse Restrictions.
Signed JWWk, 6
M 0Z
Name (Print)
Date /Z- 50 -* ! (0
Return to: David P. Kwiatkowski, Hydrogeologist
Division of Waste Management
NC Department of Environmental Quality
1646 Mail Service Center
Raleigh, NC 27699-1646
. loklt
RECENEID
JAN 0 4 2017
Superfund Section
State of North Carolina I Environmental Quality I Waste Management
1646 Mail Service Center 1 217 West Jones Street I Raleigh, NC 27699-1646
919 707 8200 Telephone

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2016-02022 County: Alamance U.S.G.S. Quad: NC-OSSIPEE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant: NCDEO - DWM
attn: David P. Kwiatkowski
Address: 1646 Mail Service Center
Raleiih, NC 27699-1646
Size (acres) 11.016 Nearest Town Elon
Nearest Waterway UT to Travis Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.127619° N, -79.518041° W
Location description: The project area is located on the south side of Amick Road, approximately 0.6 mile east of its
intersection with Gibsonville Ossipee Road, in Elon, Alamance County, North Carolina.
Indicate Which of the Following Anply:
A. Preliminary Determination
_ There are waters on the above described 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 have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. 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 are wetlands on the above described 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 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 overall of the waters at the project area, which is not sufficiently accurate and
reliable to supportan enforceable permit decision. We recommend that you have the waters of the U.S. on your 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 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.
X There are waters of the U.S., including wetlands, on the above described 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 of the U.S, on your 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.
X The waters of the U.S., including wetlands, on the above described property have been delineated and the
delineation has been verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and
verify the survey upon completion. Once verified, this survey will provide an accurate depiction of all areas subject
Page 1 of 2

to CWA and/or RHA 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 of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . 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 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 David Bailey at
[phone] X 30 or David.E.Bailev2�,usace.arrny.mil.
C. Basis For Determination
The proiect area exhibits water bodies with bed and banks and indicators of ordinary high water marks - including
clear, natural line impressed on the bank, changes in soil character, vegetation matted down, bent, or absent, leaf litter
disturbed or washed away, sediment deposition, the presence of wrack line and sediment sorting - and wetland criteria
as defined in the "Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains
and Piedmont Region (Version 2.0).". The water bodies on the site include Travis Creek and an unnamed tributary
(UT) to Travis Creels - both Relatively Permanent Waters (RPWs) that flow via Travis Creels (RPW) to the Haw River,
a Traditionally Navigable Water — and abutting wetlands. This determination is based a site visit and verification by
David E. Bailey (USACE) on 10/5/2016. The full Basis for Determination is described on the "Approved Jurisdictional
Determination Form" in the Administrative Record.
D. Remarks
The waters of the US within the Proiect Area were flagged by ATC Associates of N.C., P.C„ with changes made in the
field by David E. Bailey (USACE) and are approximated on the attached map labeled "Elon College LDFL."
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: Jason Steele, 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 February 18, 2017.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** Digitally signed by BAILEY.DAVID.E.1379283736
DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Date: 2016.12.20 07:46:32 -05'00'
Corps Regulatory Official:
Date: December 20, 2016
Expiration Date: December 20, 2021
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete our Customer Satisfaction Survey, located online at
htt:/p /corpsmapu.usace.army.mil/cm apex/Pp=136:4:0.
Copy furnished:
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite

Applicant: NC Division of Waste Mana ement File Number: SAW -2016-02022 Date: December 20 2016
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
ZI APPROVED JURISDICTIONAL DETERMINATION D
F11 PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an;adminWrative appeal of the above.decision
Additional information may be found at lrttp Ilwv�Fw usace arrtr rnillMissiorisliyilWorkse" ug ltii Proamandl'eiits asi or
Coi ps regulations at 33 CFR Part 331.
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.
SECTION I '- REQUEST ICOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT .
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.
POINT OF CONTACT;:FOR,QUESTIONS'OR`MFORMATION `
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105
60 Forsyth Street, Room 10M15
Wake Forest, North Carolina 27587
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opporttuni to participate in all site investi ations.
Date:
Telephone number:
Signature of ag2ellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, David Bailey, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

N/F
COBLE, JAMES A. SR. do SANDRA F.
PIN: 8848-65-6888
(D.8. 911, PG. 159)
z
LINE TABLE
LINE BEARING DISTANCE
L3 S 87'51'28" E 6.29'
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
OAKLEY, GARY M. SR. & PAMELA
PIN: 8846-75-0714
(D.B. 789, PG. 848)
479,872.3 S0, FT.
11.016 ACRES
(0,244 ACRES IN R/W)
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S 88'05'32" W 119.78' • I
206.77' ♦ / /
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HELMS, PAUL C. do LISA H.
PIN: 8846-75-3143
I(D.B. 1051, PG. 316)
r
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LEGEND
PROPERTY UNE
ADJOINING PROPERTY UNE
STREAM
— — — — — — — JORDAN LAKE BUFFER
WASTE DISPOSAL BOUNDARY
WETLANDS
9 EXISTING IRON PIPE
\ A CALCULATED POINT
� vRoncr Ko. AGS -16020
mameAGS-16020—EX ELON COLLEGE LDFL 0
1' -loo' ELON TOWNSHIP, ALAMANCE COUNTY, NC
mn' 2016-11-01 WETLANDS AND STREAM DEi1Nf1AMON MAP me -4ms 1°°'TSYE6,E.YeEdmW.®

Water Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
co"ernor
see, elan,
S. JAY ZIMMERMAN
Director
December 12, 2016
Mr. Ben Wilson, P.E.
ATC Group Services LLC
2725 E. Millbrook Rd, Suite 121
Raleigh, NC 27604
Subject Property: Elon College Landfill Site, Amick Rd, Elon NC, Alamance County
On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
On -Site Determination for Applicability to the Jordan Lake Riparian Buffer Rules (15A NCAC 2B .0267)
Dear Mr. Wilson:
On October 5 2016, at your request and in your attendance, Sue Homewood conducted an on-site
determination to review features located on the subject project for stream determinations with regards
to the above noted state regulations. David Bailey with the US Army Corps of Engineers was also present
during the site visit.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the USACE.
The attached map accurately depicts all stream determinations conducted during the site visit.
Please note that at the time of this letter, all perennial stream channels and jurisdictional wetlands found
on the property are subject to the mitigation rules cited above. These regulations are subject to change
in the future. In addition, the Jordan Lake Buffer Rules applies to streams as indicated on this map.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in
any future correspondences concerning this property. This on-site determination shall expire five (5)
years from the date of this letter.
450 W. Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105
Phone: [phone] FAX: [phone] Customer Service 1-877-623-6748
Internet: www.ncdenr.gov - www.ncwater.org

Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination
by the Director. A request for a determination by the Director shall be referred to the Director in writing
c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that
dispute a determination by the Division or Delegated Local Authority that "exempts" surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a
hearing within 60 days.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not
approve any activity within Waters of the United States or Waters of the State or their associated buffers.
If you have any additional questions or require additional information, please contact me at 336-776-
9693 or [e-mail].
Sincerely,
Sue Homewood
Winston-Salem Regional Office
Enclosures: ATC provided Topo Map
ATC provided survey Map
cc: Gary Oakley, 2834 Amick Rd, Elon NC 27244
David Bailey, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston-Salem Regional Office

SITE AERIAL TOPO
SHOWING WETLANDS AND STREAM LOCATIONS
SOURCE: ALAMANCE COUNTY GIS
SITE AERIAL PHOTO
Wetlands and Stream Determination
Elon College Lndfl Site
Alamance County, North Carolina
ATC
PROJECT NO.
PRLU0730H
SCALE: NOTED
ArjkTc
AF
ENVIRONMENTAL• GEOTECHNICAL
BUILDING SCIENCES. MATERIALS TESTING

OAKLEY, GARY M. SR. & PAMELA
PIN: 8846-75-0714
(D.B. 789, PG. 848)
479,872.3 SQ. FT.
11.016 ACRES
(0.244 ACRES IN R/W)
I�
LINE TABLE
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DISTANCE
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COBLE, JAMES A. & SANDRA F.
PIN: 8846-65-6888
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♦
LINE TABLE
LINE
BEARING
DISTANCE
L3
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6.29'
B2 E
N 36'55'28" W
131.73'
GRAPHIC SCALE \11�
100 0 50 100 200
1 inch = 100 ft.
1
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1
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N /F
HELMS, PAUL C. & LISA H.
PIN: 8846-75-3143
(D.B. 1051, PG. 316)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINE
STREAM
— — — — — — — JORDAN LAKE BUFFER
WASTE DISPOSAL BOUNDARY
WETLANDS
EXISTING IRON PIPE
AL CALCULATED POINT
PROJECT N0.
L� AGS -16020 ELON COLLEGE LDFLnU JOHN IL MOADAM
r� FILENAME: ♦�� ]K(;,
wl
AGS-16020—EXT 2905 MaitBen Parkway
S° 1 "=100' ELON TOWNSHIP, CE COUNTY, NC
Durham, North Camllm 27719
License
x (800) 79998-5648NbIcAdameCo.com
rn DATE` 2016-11-01 WETLANDS AND STREAM DELINEATION MAP MCADAMS i
XB3 E
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1
50' JORDAN
LAKE BUFFER
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,
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119.78'
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� �
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165.62'
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GRAPHIC SCALE \11�
100 0 50 100 200
1 inch = 100 ft.
1
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N /F
HELMS, PAUL C. & LISA H.
PIN: 8846-75-3143
(D.B. 1051, PG. 316)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINE
STREAM
— — — — — — — JORDAN LAKE BUFFER
WASTE DISPOSAL BOUNDARY
WETLANDS
EXISTING IRON PIPE
AL CALCULATED POINT
PROJECT N0.
L� AGS -16020 ELON COLLEGE LDFLnU JOHN IL MOADAM
r� FILENAME: ♦�� ]K(;,
wl
AGS-16020—EXT 2905 MaitBen Parkway
S° 1 "=100' ELON TOWNSHIP, CE COUNTY, NC
Durham, North Camllm 27719
License
x (800) 79998-5648NbIcAdameCo.com
rn DATE` 2016-11-01 WETLANDS AND STREAM DELINEATION MAP MCADAMS i

IF
sw tTc
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
August 29, 2016
Revised November 16, 2016
2725 East Millbrook Road
Suite 121
Raleigh, NC 27604
Tel: [phone]
Fax: [phone]
www.atcassociates.com
N.C. Engineering License No. C-1598
Ms. Sue Homewood
NCDEQ - Water Resources -Water Quality Regional Operations Section
450 Hanes Mill Road, Suite 300, Winston-Salem, NC 27105
Phone - 336-776-9693
Email: sue.homewood(a),ncdenr.gov
Mr. David Bailey
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Email: David. e.B ailey2Ausace. army.mil
CC: Mr. David P. Kwiatkowski
North Carolina Department of Environment and Natural Resources
Division of Waste Management,
Inactive Hazardous Sites Branch - Superfund Section
Pre -Regulatory Landfill Unit
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
RE: Wetlands and Stream Delineation Report
Task Order 730DP-6
Elon College LDFL — Amick Rd.
Elon, Alamance County, North Carolina
ID No. NONCD0000730
State Contract No. N13003S
Dear Mr. Kwiatkowski:
ATC Associates of North Carolina, P.C. (ATC) has completed the final wetlands and stream
determination for the above referenced site. This report documents field work associated with the
stream and wetlands determination on-site and serves as requested. ATC met with Sue Homewood
of NCDENR and David Bailey of the USACE on October 5, 2016 and final flagging and surveys
based on the field confirmation by the US Army Corp of Engineers and the NCDEQ Division of
Water Quality was field verified.

Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL
Amick Rd.Elon, Alamance County, North Carolina Revised November 16, 2016
This letter is being submitted to them for final jurisdictional determination.
1.0 File Review
Prior to initiation of field activities, ATC conducted a desktop review of published references. The
references included the U.S. Fish & Wildlife Service National Wetlands Inventory (National
Wetlands Inventory), United States Geological Survey records, and the Alamance County Soil
Survey.
U.S. Fish & Wildlife Service National Wetlands Inventory
According to the National Wetlands Inventory, the southern end of the site of the site has a stream
that is forested shrub wetlands (Stream) from bank to bank on Travis Creek at the south end of the
site. There are no other wetlands shown on the site on the National Wetlands Inventory.
Information provided by the National Wetlands Inventory is included in Appendix A.
United States Geological Survey Records
ATC reviewed the Ossipee USGS 7.5 Minute Topographic Map which shows no wetlands on the
site but does show Travis Creek which transects the south end of the site.
Alamance County Soil Survey
According to the Alamance County Soil Survey, the northern portion of the site is underlain by
Appling (b) and Helena (Ha) soils. The central and southern portions are underlain by Iredell (Ib)
soils. These soils are not a listed hydric soil. However, the southern portion of the site is bounded
by Travis Creek which drains into the Haw River, a tributary of the Cape Fear River which is
shown on the published soils survey. Travis Creek is a WS -V (upstream water supply) NSW
(nutrient sensitive) surface water body as defined by the North Carolina Division of Water
Resources.
2.0 Field Survey
On June 20, 2016, ATC mobilized to the site to determine if a wetland areas are present at the site.
The survey involved observing the hydrology, vegetation, and soils from three locations (W-1 and
U-1 and U-2). In addition, an evaluation of the area was completed in accordance with the U.S.
Army Corps of Engineers (COE) 1987 Wetlands Manual using the routine method and the
Regional Supplement to the COE Wetland Delineation Manual: Eastern Mountains and Piedmont
Region (Version 2.0) Environmental Laboratory by the COE (April 2012) and the North Carolina
Wetlands Assessment Method (Version 4.1 - October 2010) which is currently the accepted
methodology. Wetland determination data forms are included in Appendix B.
The site was also observed to determine if there are streams on the site for 401 Permitting and
Determination of Stream Buffers by the North Carolina Division of Water Quality (NCDWQ). A
determination was made of any potential streams using the NCDWQ stream determination form
method. The site is located in the Travis Creek/Haw River/Cape Fear River Basin in Alamance

Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL
Amick Rd.Elon, Alamance County, North Carolina Revised November 16, 2016
County, North Carolina. A perennial stream (Travis Creek) was observed at the south boundary
of the property and an unnamed intermittent stream with a tributary was observed in the central
section of the site during the field survey. The tributary is an ephemeral stream according to the
USACE procedures that connects to the wetlands north of the wetlands in the central area of the
site. Travis Creek drains into the Haw River, a tributary of the Cape Fear River which is shown on
the published soils survey. Travis Creek is a WS -V (upstream water supply) NSW (nutrient
sensitive) surface water body as defined by the North Carolina Division of Water Resources. This
section of the Haw River lies in the Jordan Lake Watershed.
Travis Creek at the south boundary of the site is subject to the Jordan Water Supply buffer rules
in accordance with 15A NCAC 02B .0267. Therefore a 50 feet buffer applies around this stream.
No buffer is associated with the stream or tributary at the center of the site.
The results of the desktop review and field survey indicate that an area of wetlands approximately
0. 178 acres in size exists at the site. The wetland area was identified in the central portion of the
site and is shown on Figure 1. Two streams were observed at the site that could be subject to 401
or 404 Permitting by the COE or NCDENR if impacted.
If you have questions or require additional information, please do not hesitate to contact Ben
Wilson at [phone].
Sincerely,
ATC Associates of North Carolina, P.C.
C
Justin C. Ballard, P.G.
Project Manager
Genna K. Olson, P.G.
Program Manager
Attachments:
Benjamin V. Wilson, P.E.
Principal Engineer
Appendix A —Site Location Map, Wetlands & Stream Location and Survey Maps
Appendix B — USGS Map, Alamance Co Soil Map, National Wetlands Inventory Map
Appendix C — COE and NCWAM Wetland Determination Data Forms
and NCDWQ Stream Form (with photos)
Appendix D — Rapanos Form
Appendix E — Site Access Authorization

Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL
Amick Rd.Elon, Alamance County, North Carolina August 29, 2016
APPENDIX A
Site Location Map
Wetlands and Stream Location Maps

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N `+ Stoney Creek BCW
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SITE LOCATION
(showing Alamance Co Regulated Watersheds)
I SOURCE: Alamance County GIS
SITE LOCATION
Wetlands and Stream Determination
Elon College Lndfl Site
Alamance County, North Carolina
ATC
PROJECT NO.
PRLU0730H
SCALE: NOTED
AV kT rw
ENVIRONMENTAL GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING

SITE AERIAL TOPO SHOWING SITE BOUNDARY
AND SHOWING DATA POINT LOCATIONS
SOURCE: ALAMANCE COUNTY GIS
SITE AERIAL PHOTO
ATC
Wetlands and Stream Determination PROJECT NO.
Elon College Lndfl Site PRLU0730H
Alamance County, North Carolina SCALE: NOTED
F,kTcAF
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES. MATIPIALS TESTING

SITE AERIAL TOPO
SHOWING WETLANDS AND STREAM LOCATIONS
SOURCE: ALAMANCE COUNTY GIS
SITE AERIAL PHOTO
Wetlands and Stream Determination
Elon College Lndfl Site
Alamance County, North Carolina
ATC
PROJECT NO.
PRLU0730H
SCALE: NOTED
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ENVIRONMENTAL• GEOTECHNICAL
BUILDING SCIENCES. MATERIALS TESTING

OAKLEY, GARY M. SR. & PAMELA
PIN: 8846-75-0714
(D.B. 789, PG. 848)
479,872.3 SQ. FT.
11.016 ACRES
(0.244 ACRES IN R/W)
I�
LINE TABLE
LINE
—CT -1
DISTANCE
L3
S 87°51'28" E
Il ,CT -3
00
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SR.
C14
ICT -4
COBLE, JAMES A. & SANDRA F.
PIN: 8846-65-6888
W
..
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V)(D.B.
911, PG. 159)
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A3 E
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♦
LINE TABLE
LINE
BEARING
DISTANCE
L3
S 87°51'28" E
6.29'
B2 E
N 36'55'28" W
131.73'
GRAPHIC SCALE \11�
100 0 50 100 200
1 inch = 100 ft.
1
I
I
1
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1
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N /F
HELMS, PAUL C. & LISA H.
PIN: 8846-75-3143
(D.B. 1051, PG. 316)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINE
STREAM
— — — — — — — JORDAN LAKE BUFFER
WASTE DISPOSAL BOUNDARY
WETLANDS
EXISTING IRON PIPE
AL CALCULATED POINT
PROJECT N0.
L� AGS -16020 ELON COLLEGE LDFLnU JOHN IL MOADAM
r� FILENAME: ♦�� ]K(;,
wl
AGS-16020—EXT 2905 MaitBen Parkway
S° 1 "=100' ELON TOWNSHIP, CE COUNTY, NC
Durham, North Camllm 27719
License
x (800) 79998-5648NbIcAdameCo.com
rn DATE` 2016-11-01 WETLANDS AND STREAM DELINEATION MAP MCADAMS i
XB3 E
r
I
/
1
50' JORDAN
LAKE BUFFER
L3
ZONE 1=30'
,
ZONE 2=20'
w
pNj
lr)Iq \--/
04 I-
\
\
♦
\
Z
\ \
N
48'56'28" W
1
S 68'05'32" W
119.78'
J
I206.77'
♦ ♦ / /
I
N
10'33'32" E
� �
J f
165.62'
/
I
I I/
�
1
N 36'55'28" W
131.73'
GRAPHIC SCALE \11�
100 0 50 100 200
1 inch = 100 ft.
1
I
I
1
I
I
I
1
I
I
I
I
I
I
I
N /F
HELMS, PAUL C. & LISA H.
PIN: 8846-75-3143
(D.B. 1051, PG. 316)
LEGEND
PROPERTY LINE
ADJOINING PROPERTY LINE
STREAM
— — — — — — — JORDAN LAKE BUFFER
WASTE DISPOSAL BOUNDARY
WETLANDS
EXISTING IRON PIPE
AL CALCULATED POINT
PROJECT N0.
L� AGS -16020 ELON COLLEGE LDFLnU JOHN IL MOADAM
r� FILENAME: ♦�� ]K(;,
wl
AGS-16020—EXT 2905 MaitBen Parkway
S° 1 "=100' ELON TOWNSHIP, CE COUNTY, NC
Durham, North Camllm 27719
License
x (800) 79998-5648NbIcAdameCo.com
rn DATE` 2016-11-01 WETLANDS AND STREAM DELINEATION MAP MCADAMS i

Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL
Amick Rd.Elon, Alamance County, North Carolina August 29, 2016
APPENDIX B
USGS Map
Alamance Co Soil Map
National Wetlands Inventory Map

SITE f
I USGS MAP AND TOPO
Ossipee, NC 7.5 Minute Quadrangle
SOURCE: USGS
SITE USGS TOPO
Wetlands and Stream Determination
Elon College Lndfl Site
Alamance County, North Carolina
ATC
PROJECT NO.
PRLU0730H
SCALE: NOTED
'1%
Y. - 13
7903C
AFjkTc
AF
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES- MATERIALS TESTING

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SITE SOIL MAP
SOURCE: NRCS USDA Alamance County Soil Survey
SITE NRCS MAP
ATC ArAkTc
■
Wetlands and Stream Determination PROJECT NO. ■
Elon College Lndfl SiteENVIRONMENTAL - GEOTECHNICAL
PRLU0730H OUILOINGSCIENCES-MATEPIALSTESTING
Alamance County, North Carolina SCALE: NOTED

Elon College Landfill
August 29, 2016
Estuarine and Marine Deepwater
IM
Estuarine and Marine Wetland
Freshwater Emergent Wetland
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Freshwater Forested/Shrub Wetland ❑ Other be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Freshwater Pond Riverine
Lake
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper