20190564 Ver 1_More Info Received_20190920

Homewood, Sue
From: Ben Wilson <[e-mail]>
Sent: Friday, September 20, 2019 11:38 AM
To: Homewood, Sue
Cc: Tim Grant
Subject: RE: [External] RE: Request for Additional Information: Elon College Landfill
remediation; 3016 Amick Rd., Elon, Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
Attachments: ElonLandfillPlans_Rev_09_19_19.pdf
External email. Do not click links or open attachments unless you verify. Send all s
[e-mail]
Sue I have revised the plans to show the "temporary stream diversion" using Jersey Barriers.
I flipped through the PCN form and it did not look like I needed to change anything on that.
If the plans change is OK with you is there anything else I need to send?
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
This email and its attachments may contain confidential and/or privileged information for the sole use of the intended recipient(s). If you are
not the intended recipient, any use, distribution or copying of the information contained in this email and its attachments is strictly prohibited.
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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: Ben Wilson
Sent: Friday, September 20, 2019 9:03 AM
To:'Homewood, Sue' <[e-mail]>
Cc: Tim Grant <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information: Elon College Landfill remediation; 3016 Amick Rd., Elon,
Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
I am finishing it up this morning and will have it to you by lunch time.
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
This email and its attachments may contain confidential and/or privileged information for the sole use of the intended recipient(s). If you are
not the intended recipient, any use, distribution or copying of the information contained in this email and its attachments is strictly prohibited.
If you have received this email in error, please notify the sender by replying to this message and immediately delete and destroy any copies
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.

If you have received this email in error, please notify the sender by replying to this message and immediately delete and destroy any copies
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From: Ben Wilson
Sent: Tuesday, August 06, 2019 9:05 PM
To:'Homewood, Sue' <[e-mail]>; David Kwiatkowski <[e-mail]>
Cc: David. [e-mail]; Tim Grant <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information: Elon College Landfill remediation; 3016 Amick Rd., Elon,
Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
Thanks Sue: We have discussed this problem till the cows came home.
Between not wanting to pump groundwater and staying out of the stream this is a bit of a "Catch 22'.
Attached is what we think is the best solution.
Please call with any 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
This email and its attachments may contain confidential and/or privileged information for the sole use of the intended recipient(s). If you are
not the intended recipient, any use, distribution or copying of the information contained in this email and its attachments is strictly prohibited.
If you have received this email in error, please notify the sender by replying to this message and immediately delete and destroy any copies
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: Homewood, Sue <[e-mail]>
Sent: Tuesday, July 16, 2019 1:37 PM
To: Ben Wilson <[e-mail]>; David Kwiatkowski <[e-mail]>
Cc: David. [e-mail]
Subject: RE: [External] RE: Request for Additional Information: Elon College Landfill remediation; 3016 Amick Rd., Elon,
Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
Ben,
I have reviewed your responses and have a follow up concern. You state that "the gabions will be placed up to or behind
the limits of the existing north bank of Travis Creek" and "they will be placed in an excavated trench behind the bank
and placed in the wet so no dewatering is proposed". Condition 11.9 of 401 Water Quality General Certification #4134
states that "All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact
with the disturbed area". Since the trench will be in contact with the natural stream flow and at water level and below
it, constructing it in the wet would not meet the requirements of this Condition. Please provide either a dewatering
sequence which isolates the trench area from the natural stream flow (I understand that groundwater will be present
within the trench and you may not propose to pump groundwater out of the trench but rather install the gabion basket
in the groundwater that fills the trench), or provide a justification for why diverting the natural stream flow is not
feasible, and what additional measures will be taken to ensure that water quality standards, particularly turbidity, are
not violated during the construction of the gabion wall.
Please note that this application will remain on hold until this issue is resolved.

Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ben Wilson <[e-mail]>
Sent: Wednesday, June 19, 2019 9:23 PM
To: David. [e-mail]; David Kwiatkowski <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: [External] RE: Request for Additional Information: Elon College Landfill remediation; 3016 Amick Rd., Elon,
Alamance Co.; SAW -2016-02022 (UNCLASSIFIED)
CAUTION:al email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ov
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
This email and its attachments may contain confidential and/or privileged information for the sole use of the intended recipient(s). If you are
not the intended recipient, any use, distribution or copying of the information contained in this email and its attachments is strictly prohibited.
If you have received this email in error, please notify the sender by replying to this message and immediately delete and destroy any copies
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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]

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1919 8710999
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AMICK ROAD ELON NOWH CAROL
FAX [phone]
1616 "L SERVICE CENTER, RALEIGH, NORTH cARDUNA 27699-1649
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SITE DETAILS �
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RIPRAP APRON
ATC ASSOCIATES OF NORTH CAROLINA, P.C.
2725 E. MILLBROOK ROAD
SUITE 121
RALEIGH, NORTH CAROLINA
PHONE [phone]
FAX [phone]
WVIVIATCGROUPSERVICES.COM
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DIVISION OF WASTE MANAGEMENL INACTIVE HAZARDOUS SITES BRANCH-SUPERFUND SECTION
PRE-REGULATORYLANDFILL UNIT
1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646
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V
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TRAP BAFFLES
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HALF HITCH LACING DETAIL HALF HITCH LACING DETAIL
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TYPICAL INSTALLATION GABION BASKETS
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TYPICAL ASSEMBLED ASSEMBLED GABION BASKET IN
GABION BASKET WALL GRADE TRANSITION AREAS ALL END CARTON CELS ALL INTERIOR GARTON CELLS
f
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SITE DETAILS
ELON COLLEGE LANDFILL
.
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2725 E. MILLBROOK ROAD
SUITE 121
RALEIGH, NORTH CAROLINA
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENL INACTIVE HAZARDOUS SITES BRANCH-SUPERFUND SECTION
V
AMICK ROAD, ELON, NORTH CAROLINA
.
PHONE [phone]
PRE—REGULATORY LANDFILL UNIT
7
ID NO. NONCD0000730
FAX [phone]
1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646
i3
WWWATCGROUPSERVICES.COM
9

PROPOSED FINAL GRADE
C AMENDED SOIL LAYER
SEE PLAN V EW FORTOP OF WALL
ELEVA-noN5 -�
TOE OF EX STREAM
STREAM BED ---1
630
COMPACTED 620
CLAY FILL
G10
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600
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590
NOTA'
1. FOUNDATION OFGABION WALLSHN.L BE COMPETENT AND NON.ERDSNE EXTEND FCUNOATIONTO
COMPETENT INSRU MATERfAL OR ESTABLISH A BASE OF GROUTEOROMOR CONCRETE
2 GABION GASKETS SHALL BESTACKEDUSM 31X AND NINE FOOT BASKET LENGTHS NTTH
STAGGERED VERTICAL SEAMS TO ACHIEVE THE RECUSED HORIZONTAL DIMENSIONS.
3. FILL. NC
GABION BASKETS WITH DOT TYPE BRIPRAP.
♦AOGREGATE LAYER TOCON31ST 0F' WOW N57 WASHED STONE.
G NCCOT TYPE 2 NON -WOVEN, NEEDLE PUNCHED GEOTEXTILE IS 70 BE PLACED AT ALLGABICN ISCIL
AND GABION I AGGREGATE INTERFACES
8 ANAP GEOTEXrILE SPLICES SHALL OVERLAP A MINIMUM OF EIGHTEEN INCHES WITH UPSTREAM I
USSLOPE GECTFXTILE CJERLAPPING THE ABUTTING DCWNSTREAM! DOVO4SLOPE GEMMILE
7 SEE PLAN SHEET 9 FOR GPHION BASKET DETAILS AND SPECIFICATIONS.
GA810N WALL DETAIL
,.1
1
SLI � I
\ 1{
JA'AYIGW
TRAVIS
580
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O AMICK ROAD ELON, NORTH CAROLINA PHONE [phone] PRE -REGULATORY LANDFILL UNIT ;
ID NO. NOAQ EL
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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)
LINE TABLE
LINE
CT -1
I�
I DISTANCE
L3
S 87°51'28" E
Jl ,CT -3
r �
I
MN
I
ca
��
SR.
04
ICT -4
COBLE, JAMES A. & SANDRA F.
PIN: 8846-65-6888
W
`�— CT -5
�
(D.B. 911, PG. 159)
_ WA2 we
rj
3
WA2 WD
/r—CT-6
WA2 WE
/
I
O
/
04
LAKE BUFFER
O
// WA2 WB
00
L3
Z WA2 WF
,
N
S2
CT -7
M
O
A4 3
CT -8
N
B2 W S4
Al W
w
WW6
to �ti�� �
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\ \ \ \
!�
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A2 W Al E
A3 E
N
WA2 WG
S5
\
Z
61 E
LINE TABLE
LINE
BEARING
I DISTANCE
L3
S 87°51'28" E
6.29'
E
N 36'55'28" W
131.73'
GRAPHIC SCALE \4�
100 0 50 100 200
1 inch = 100 ft.
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
A CALCULATED POINT
PROJECT NO. AGS -16020 w
,
ELON COLLEGE LDFL
FILENAME: AGS-16020—EX1 •� v�Q 8 ��
�� nuc.
SCALE: 1 "=100' ELON TOWNSHIP, CE COUNTY, NC hanL North Ca olhia 27
Durham, Nath Carolina 27719
DATE: WETLANDS AND STREAM DELINEATION MAP License No.: c o2ss
2016-11-01 MCADAMS c�17�-r,�.M�am 'wm,
XB3 E
r �
■
I
50' JORDAN
LAKE BUFFER
L3
ZONE 1=30'
,
ZONE 2=20'
w
to �ti�� �
/ • \
\ \ \ \
!�
r%j
N
♦
\
Z
N 48'56'28" W
1
S 68'05'32" W
119.78'
I206.77'
♦ ♦ / /
I
N 10'33'32" E
� �
J
165.62'
/
I
I I/
�
1 �
N 36'55'28" W
131.73'
GRAPHIC SCALE \4�
100 0 50 100 200
1 inch = 100 ft.
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
A CALCULATED POINT
PROJECT NO. AGS -16020 w
,
ELON COLLEGE LDFL
FILENAME: AGS-16020—EX1 •� v�Q 8 ��
�� nuc.
SCALE: 1 "=100' ELON TOWNSHIP, CE COUNTY, NC hanL North Ca olhia 27
Durham, Nath Carolina 27719
DATE: WETLANDS AND STREAM DELINEATION MAP License No.: c o2ss
2016-11-01 MCADAMS c�17�-r,�.M�am 'wm,