NCG020263_COMPLETE FILE - HISTORICAL_20170224

STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO. ka ca �3
DOC TYPE I i COMPLETE FILE - HISTORICAL
DATE OF [ I 20)q
RESCISSION YYYYMMDD

' SMITH+GARDNER — - -- _ - - -- -- -- — -- ----,�E� - rtt ->�ia�
la N. BoAan Avenue. Raleigh RC 27603 919.EI28LS77 wwwsmithgardnerinc.cam
---
' February 24, 2017
NCDENR �@ Division of Energy, Mining and Land Resources
Attention: Central Files
' 1617 Mail Service Center FEB 2 4 2017
Raleigh, NC 27699-1617
DEQ.eU TER RE o
RE:. Annual Summary 2016 Discharge Monitoring Report �'���� PERMfxrING
' Fogleman & Fogleman Soils, Inc. CEO Landfill
Durham County, North Carotina
' CDC#NCG020463 General Permit#NCG02noo6
Dear Sir/Madam:
' On behalf of Fogleman & Fogleman Soils, Inc., Smith Gardner (S+G1 is pleased to submit this
Annual Summary Discharge Monitoring Report (DMR) for monitoring at the Fogleman
' Landfill and Mine Facility. The subject site is located in Durham County, North Carolina. The
Facility is currently permitted to discharger stormwater from mine activities under
Certificate of Coverage (COC) NCG020463, General Permit NCG020000,
' We are providing you with two copies of the report, each including:
' • Signed and dated DMR Form; (Attached)
• Site Map prepared and by S+G; (Appendix 11
• Event explanations and flow calculations prepared by S+G; and, (Appendix 21
If you have any questions, or require further information, please contact me at 19191 828-
0577 ext. 224 or by email at donfdsmithgardnerinc.com.
Sincerely,
SMITH +GARDN NC.
/n� s nheimer
Project cientist
CC: Jay Fogleman (Fogleman & Fogleman Soils, Inc.)
Linda Fogleman (Fogleman & Fogleman Soils, Inc.]
File
Attachment
HAProjects\Fogleman 1_andlill Inurham Cnunlyl%04 FL Closed ProjeclsWo9le-12-3 {NP0ES-SPPPIINPDES\momtcnn9 data)Fogleman—NP0ES_mine_annual_2016.cocx

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' DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
ANNUAL SUMMARY DISCHARGE MONITORING
1
1
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REPORT (DMR) — STORMWATER
SUBMIT TO CENTRAL OFFICE*
General Permit No, NCG020000
Calendar Year 2016
*Report ALL STORMWATER monitoring data on this form (include "No Flow"/"No Discharge" and Benchmark
Exceedances) from the previous calendar year to the DEQ by MARCH 1 of each year.
Certificate of Coverage No. NCG02 ®❑©3❑
Facility Name: Fogleman Landfill and Mine
County: Durham
Phone Number: 9( 19 ) 6 8 2 - d 0 6 8 Total no. of SDOs monitored 1
Certified Laboratory Lab #
Lab #
Stormwater Discharge Outfall (SDO) No. 1 VMA Outfall? Yes ❑ No
Is this outfall currently in Tier 2 for any parameter? Yes ❑ No ❑x
Was this outfall ever in Tier 2 during the past year? Yes ❑ No
If this outfall was in Tier 2 last year, was monthly monitoring discontinued?
Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
No, turbidity benchmark exceedances did not require monthly monitoring ❑
Other ❑
Outfall No.
Total
Rainfall,
inches
.TSS,
mg/I
SS,
mlll
Turbidity,
NTU
Upstream
(U) Turbidity,
NTU
Downstream
(D) Turbidity,
NTU
Non -polar
O&G, mgll
(VMA)
New
Motor Oil
Usage
altmo.
Stormwater
Benchmarks
Indicate NO
FLOWif
a l ,,,
`ihmmle
Benchmark
100150
�•�
Circle
Benchmark
50125/10
NIA
water Quality
Standard applies
NIA
Water quality
Standard applies
average requires
era a requires
TSSand Nan -polar
OSG monitarin
Date Sample
Collected,
molddlyr
1/2016-
/2016 -----------------------
no sample
taken-----
--------
-
3/22/16--------
--NOV
issue
, Please
see attached
Report
6 7 16--
-----------
NOJ
Res
lution,
Please see
attached R
port
7/2016 -
12/201
----
-----
-No sam
leable events
-------
--------
Permit Date 10/112015 - 9/30/2020
Last Revised 10-2-2015

DocuSign Envelope ID; 6BDEE395-3411-43ED-AE4A-A14EAA45106D
Certificate of Coverage No. N0002 0®® 3❑
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
[Required by 40 CFR §122.22)
Signature _L
Date 2/23
b�'JA Fo"4*
I
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office: '
Note the address is correct -- Central Files is housed in D WR (not DEMLR)
N.C. Department of Environmental Quality (DEQ) '
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center '
Raleigh, NC 27699-1617
Central Files Telephone [phone] '
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at: '
[phone]
1
Permit Date 10/1/2015 — 9/30/2020
Last Revised 10-2-2015 '

' DocuSi n Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
.w�K . on of Response Completion: Fogleman NOV 2016-PC 0095
' Don Misenheimer <don smith ardnerinc.com>
SMITE GARNER c �
' Documentation of Response Completion: Fogleman - NOV-2016-PC-0095
P p 9
1 Knies, Sara V <[e-mail]> Thu, Jun 9, 2016 at 2:25 PM
To: Don Misenheimer <[e-mail]>
Cc: Jay Fogleman <[e-mail]>, Linda Fogleman <[e-mail]>, Phil May
' <[e-mail]>, Stacey Smith <[e-mail]>, "[e-mail]. mil"
<[e-mail]. mil>, "Holley, John" <[e-mail]>, "[e-mail]"
<[e-mail]>
I Don,
Thank you for the documentation of response to NOV-2016-PC-0095 issued by DWR. DWR has reviewed
this documentation, and concluded that all requirements have been completed to our satisfaction. The above
NOV is hereby considered resolved; i will issue a letter stating such for your files.
Thank you for coordinating an extremely complete and thorough restoration; your efforts are appreciated.
Sincerely,
Sara Knies
Division of Water Resources
3800 Barrett Drive
1628 ,Wail Service Center
Raleigh, NC 27699
[phone]
[e-mail]
Nothing Compares_�,ti.
' E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
Ihttps:llmail.google.com/maillul0/%i=2&ik=85ec8M4d&view=pt&q=fogleman&qs=true&search=query&msg=155366920d23e8ll&siml=155366920d23e811 112

DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
SMITH }GARDNER
ENGINEERS
June 7, 2016
Ms. Sara Knies
North Carolina Division of Water Resources
1628 Mail Service Center
Raleigh, NC 27699-1628
I1,OR SS TEL
14 N. Boylan Avenue, Raleigh NE 2.15m, 912.828.05?7
RE: NOV-2016-PC-0095 — Response Completion Update
Fogleman R Fogleman Soils, Inc.
Durham County NC
Dear Ms. Knies:
IVF9 uvI
w4usmithgardnerinc.corn
As you are aware, Smith Gardner Inc. (S+G) and Carolina Ecosystems, Inc. (CEI) have been
contracted by Fogleman and Fogleman Soils, Inc. to assist them in resolving the above
referenced Notice of Violation (NOV) Letter dated March 22, 2016 (Attachment 11. Fogleman
and Fogleman Soits, Inc. operates under NC Solid Waste Permit No. 32-F and NC Mining
Permit No. 32-09 as a LCID Landfill and Processing Facility. This letter is provided to
document the completion of the response items set forth in the NOV Response/Restoration
Plan, submitted April 22, 2016 and subsequently approved on April 25, 2016 (Attachment 21.
NOTICE OF VIOLATION REQUEST STATUS
We are providing the current status of the NOV requests below:
1. March 22, 2016 NOV Request:
Dredged material that has been disposed of in the stream, buffer and wettand needs to
be immediately removed and secured away from natural resources as required below.
Current Status:
Compteted. Dredged material has been removed per the approved restoration plan
discussed below.
2. March 22, 2016 NOV Request:
Removal of dredged material needs to occur with hand and buckets; no heavy
equipment can be used to remove material. Please note that use of mechanical
equipment to remove material from stream/buffer/wetland will constitute an additional
violation.
Current Status:
Completed. Per the approved plan, heavy equipment (excavator) was used to remove
the bulk of the sediment that was above the elevation of the wetland and buffer. This
removal was performed from the road with oversight from S+G. Hand/manual removal
was performed for the lower approximate 6 inches of sediment to prevent disturbance
of the underlying soils.

DocuSign Envelope [D: 681DEE395-3411-43ED-AE4A-A14EAA45106D
' Ms. Sara Knies
June 7, 2016
Page 2 of 3
3. March 22 2016 NOV Reguest:
Basin needs to he immediately repaired so that no additional sediment discharges to
' the stream.
Current Status:
'
Completed. A temporary rock filter consisting of an approximate 10 foot semi -circle of
rip rap over the current basin outlet has been installed. #57 stone will be maintained
over the rip rap approximately 6" in depth. This temporary measure will remain in place
1
until the new riser and outfall can be constructed. A delay in completing the planned
riser and outfall installation is due to an ongoing property line determination. The riser
and outfall will be installed when this issue is resolved, until that time, this rock filter
'
will be monitored and maintained.
RESTORATION PLAN IMPLEMENTATION:
1
The approve restoration plan was implemented at the site upon for this work. Key items in
the plan are provided below, along with a description of their project implementation.
1. Repair of Sediment Basin:
A temporary rock filter (discussed above) has been installed. A delay in completing
'
the planned riser and outfall installation is due to an ongoing property line
determination. The riser and outfall will be installed when this issue is resolved, until
that time, this rock filter will be monitored and maintained.
2. Dredged Material „Removal
Per the approved plan, silt fence was installed at the lower limit of the dredged
'
material prior to excavation of the dredged soils. Heavy equipment (with excavator)
was used to remove the bulk of the sediment. This removal was performed from the
road with oversight from S+G. Hand/manual removal was performed for the lower,
approximate 6 inches, of sediment to prevent disturbance of the underlying soils. All
removed material was placed within the permitted LCID landfill area and will
eventually be used for landfilling activities lie. periodic cover). A Photographic Log,
including photographs of the dredged material removal process, is included as
Attachment 3.
' 3. Stabilization:
Per the approved plan, the disturbed side slopes of the acess road were seeded with
tall fescue. Disturbed wetland areas were seeded with brown top millet to allow
' future natural regeneration of wetland species. These seeded areas were also
stabilized with straw. It should be noted that seed germination has begun at the time
of this report. Attachment 3 includes photographs of the seeding and straw process.
Sediment control fence will be left in place until the area is stable and then removed
by hand.

DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D 1
Ms. Sara Knies '
June 7, 2016
Page 3 of 3
4. Surveying: '
The wetlands and buffers have been identified in the field and have been surveyed by
a Professional Licensed Surveyor. The attached Figure 1 has been revised to show '
the extent of material and the surveyed location of natural resources.
Additionally, as stated above, a delay in completing the planned riser and outfatl
installation are due to an ongoing property line determination. While the survey of
the property line has been conducted, discrepancies in actual versus recorded
boundaries do exist. The riser and outfall will be installed when this issue is '
resolved.
Based on our understanding of the issued NOV and subsequent conversations with the '
Division of Water Resources, we believe that Fogleman & Fogleman Soils, Inc. has made
satisfactory response to the NOV,
We are prepared to respond to any questions or comments that you may have. We can be '
reached at your earliest convenience either by phone: [phone] or by email below.
Sincerely, ,,#i r , CAI?
SMITH GARDNER, INC. �,�c ,. • " j'`■.E• � '•,
DocuSigned by: 6
• ��oocu5igned by: r9,SIMC��
E7F1A f �� +a 6 / -Alt 0 16 -1
02M
... y
Don M. Misenheimer Stacey A. Smith,
Project Manager Senior Engineer�'��:�w'�`+
[e-mail]_ staceylasmithgardne I%. •*!� '
d mm/sas
At t. '
Cc: File
Jay Fogleman - Fogleman & Fogleman Soils, Inc.
Linda Fogleman - Fogleman & Fogleman Soils, Inc.
Eric Alsmeyer - US Army Corps of Engineers '
Ryan Reaves - Durham County
John Holley. P.E - NCDEQ
Phil May - Carolina Ecosystems, Inc. ,
H.\Pfojects�Fngleman Landfill (Owham Cointy)\Fogleman 16-1(NOV (esponse)\5ubmittal e4231615C letterhead Fogleman NOV competion lerer.docx
f

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DocuSign Envelope ID;•66DEE395-3411-43ED-AE4A-A14EAA45106D '
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t FIGURES
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M M M M M M M M M M M M M� M M r M M
Fogleman and Fogleman Soils, Inc.
Sediment Dredging Response
Existing Conditions, April 2016
N JAPPRGVED: SCALE FIGURE NO..
DMM DMM 1:600 1 1
E IPROArT NO.
Jun, 2016 Fogle-16-i
SMITH+6ARONER
1. Mylan Avenue. Raleigh NC 27603 1 9►9.8280577

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DocuSign Envelope ID: 66DEE395-3411-43ED-AE4A-Al4EAA451o6D
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A* �
ATTACHMENT 1
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IDocuSign Envelope ID: 6BDEE395.3411.43ED-AE4A-A14EAA45106D
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DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
s_
DONALD
Oep
WaterResources +"
ENVIROMMENTAL QUALITY �.
March 22, 2016
CERTIFIED MAIL 7014 3490 0061 8821 3485
RETURNED RECEIPT REQUESTED
Fogleman Landfill Mine & Recycling
Attn: Fogleman & Fogleman Soils, Inc
4005 Intermere Road:
Durham; NC 27704-9461
PAT MCCRORY
60,eMur
R. VAIN DER VAART
swrfaq
3. JAY ZIMMERMAN
0(pruar
Re: Notice of Violation
NOV-2016-PC-0095
Fogleman & Fogleman Soils, Inc
Stream Standard Violations -Removal of Use;
Neuse River Riparian Buffer Rules
Wetland Standard Violations
Durham County
To Whom It May Concern;
On March 16, 20I6 Sara Knies with the Raleigh Regional Office (RRO) of,4 Division
of Water Resources (DWR) conducted an inspection at Folgeman & Folgeman Soils,
Inc., Durham County, North Carolina. Upon inspection, DWR observed impacts to
streams, wetlands, and riparian buffer(s); the impacted stream(s) on -site is an un-named
tributary to Ellerbe Creek, Nutrient Sensitive Waters (NSW) waters in the Neuse River
Basin. X
As a result of the site inspection and file review, the following violations, described
below, are noted: ,
1. Stream Standards -Other Waste: Title 15A North Carolina Administrative Code
02B .0211 (3)f .
Title 15A North Carolina Administrative Code 02B .0211 (3)f requires that "Oils,
deleterious substances; colored•or other wastes: only such amounts as shall not render the
waters injurious to public health, secondary recreation or to aquatic life and wildlife or
adversely affect the palatability of fish, aesthetic quality or impair the waters for any
designated uses,"
Mechanical dredging of an an -site basin and disposal of dredging material into a
perennial stream has occurred;
t
Division of Water Resources, Raleigh Regional Ofce. Water Quality Operations Section
http://portal.ncdcnr.org/web/wqtaps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (919) V1-4200
Location: 3800 Barrett Drive. Raleigh, NC 27609 Fax: [phone]
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DocuSign Envelope ID: 613DEE395-3411-43ED-AE4A-A14EAA45106D
• Sediment appears to be several feet deep and has been deposited in several
' locations for a total of approximately 50 to 70 linear feet;
' 2. Neuse River Basin Riparian Buffer Violation 15A NCAC 213.0233
The Neuse River Basin is subject to the riparian (streamside) buffer rules covered under
' North Carolina Title 15A NCAC 02B .0233. The purpose of these rules is to protect and
preserve riparian buffers in the Neuse River Basin that help protect surface water by
removing nutrients from overland flow. The North Carolina buffer rules apply to areas
immediately adjacent to surface waters which includes intermittent streams. perennial
streams, lakes, ponds, and estuaries.
The protected riparian buffer has two zones: Zone 1 is measured from the stream bank
landward for 30 feet. Zone 2 is measured an additional 20 feet landward from the outer
edge of zone 1. Both Zone i and Zone 2 consist of a stable vegetated area that is
i undisturbed except for activities and uses provided for in item (6) of 15A NCAC 28
.0233(4).
• Mechanical dredging of an on -site basin and disposal of dredging material into the
'
riparian buffer;
• Sediment appears to be several feet deep and has been deposited in several
'
locations for a total of approximately 50 to 70 linear feet;
4. Wetlands Standard Violation
Dredging and filling in wetlands represent a water quality standard violation defined as
wetland standards. Title 15A North Carolina Administrative Cod_ e 02B .0231 (b) requires
'
that.
(1) Liquids, fill or other solids or dissolved gases may not be present in amounts
which may cause adverse impacts on existing wetland uses;
'
(5) Hydrological conditions necessary to support the biological and physical
characteristics naturally present in wetlands shall be protected to prevent adverse.
impacts on:
(C) The chemical, nutrient and dissolved oxygen regime of the wetland;
(D)The movement of aquatic fauna;
(F) Water levels or elevations;
• Mechanical dredging of an on -site basin and disposal of dredging material into a
wetland adjacent to the perennial stream and in the footprint of the riparian basin
has occurred;
• Sediment appears to be several feet deep and has been deposited in several
locations for a total of approximately 50 to 70 linear feet,
1

DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
Requested Response
You are requested to immediately address the below items 1-3 in writing within 30
days of receipt of this letter.
1. Dredged material that has been disposed of in the stream_, buffer and wetland
needs to be immediately be removed and secured away from natural
resources as required below.
2. Removal of dredged material needs to occur with hand and buckets; no
heavy equipment can be used to remove material._ Please note that use of
mechanical a ui ment to remove material from stream/buffer/h-etland will
constitute an additional violation.
3. Basin needs to be inr_mediately_ repairer) so that no additional sediment
discharges to the stream.
a. You are required to submit a plan to this office outlining removal
of sediment from the impacted stream, buffer and wetland as
detailed above. This Plan should be submitted to this office for
review and approval. You are encouraged to secure a consultant
to assist you with your plan development, permit, certification
and authorization necessary to achieve compliance. This plan
should include the folio- ring:
2. The restoration plan must detail how the earthen fill
material placed in wetlands/buffer/stream will be removed.
This information must be clearly depicted on a map that
you provide as a part of this response. This map should also
indicate all of the wetlands/buffer/stream locations on the
tract that have been impacted;
3. Address the measures that will be used for temporary
stabilization/sediment control while this work is under way;
earthen fill material must be removed from
wetlands/streams/buffers, placed on high ground, and
stabilized. Please provide a schedule with dates by which
this work will be completed..
Submit Materials To:
Sara Knies
Division of Water Resources
3800 Barrett Drive
1628 Mail Service Center
Raleigh, NC 27699

1 DoCuSign Envelope ID 66DEE395-3411-43ED-AE4A-Ai4EAA451060
1
This office requires that the violations, as detailed above, be abated immediately
' and properly resolved. Environmental damage and violations of North Carolina
Administrative Codes have been documented for the subject site as stated above.
Your efforts to undertake activities to bring the subject site back into compliance is
' not an admission, rather it is an action that must be taken in order to begin to resolve
ongoing environmental issues.
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These violations and any future violations are subject to a civil penalty assessment of
up to $25,000.00 per day for each violation. Should you have any questions
regarding these matters. please contact Sara Knies at [phone].
r-.
n ly,
J, . i. /�
Danny Smi
Water Quality Regional Operations
Surface Water Protection Section
cc: DWQ RRO file copy
John Holley, DEMLR
Ryan Eaves, Stormwater Manager, 120 E. Parrish Street, 1' Floor, Durham, North
Carolina 27701

DocuSfgn Envelope ID: 6BDEE395-3411-43ED-AE4A-A 1 4EAA45106D
Photographs from 1/28/2016 Site Visit
Excavated basin with un-secured material behind it.
Dredged material has been deposited in stream, buffer, and wetland area(s). Stream is
an un-named tributary to Ellerbe Creek, with the confluence of Falls Lake within a
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DocuSign Envelope ID: 6131DEE395-3�
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DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
.w
ATTACH MENT
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DocuSfgn Envelope ID' 6BDEE395-3411-43ED-AE4A-A14EAA45106D
.'r
Don Misenheimer
From: Knies, Sara V
Sent: Monday, April 25, 2016 1:24 PM
To: Don Misenheimer
Cc: Jay Fogleman; Linda Fogleman; Phil May, Stacey Smith; [e-mail];
Holley, John; [e-mail]
Subject: RE: RESPONSE: Fogleman - NOV-2016-PC-0095
Don,
DWR has reviewed and approved the submitted restoration plan/NOV response. Please let me know if any of
the outlined time line will not be met, or any issues arise while implementing. In addition, please inform me
when all actions are complete so a final site inspection can be scheduled.
Thank you?
Sincerely,
Sara Knies
Division of Water Resources
3800 Barrett Drive
1628 Mail Service Center
Raleigh, NC 27699
[phone]
Sara.Knies(@ncdenr.gov r
w
K. ^N+1'ol lining Carnpare-s -
r
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties
From: Don Misenheimer [mailto:[e-mail]
Sent: Friday, April 22, 2016 4:45 PM
To: Knies, Sara V <[e-mail]>
Cc: Jay Fogleman <iay. foaleman @frontier.com>; Linda Fogleman <[e-mail]>; Phil May
<[e-mail]>; Stacey Smith <[e-mail]>; [e-mail]
Subject: RESPONSE: Fogleman - NOV-2016-PC-0095
Ms. Knies-
On behalf of Fogleman & Fogleman Soils, Inc., we are submitting the attached response as required by the NOV-2016-
PC-0095 received from your office. Please contact us with any question or comments on this matter.
n
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' DocuSign Envelope ID: 68DEE395-3411-43ED-AE4A-A14EAA45106D
' Best regards -
Don M. Misenheimer
' Project Soenlist
SMITH + GARDNER
14 N Boylan Avenue
Raleigh NC 27603
P [phone]
C (919) 1115.4315
www.smithgardnerinc.com
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DocuSign Envelope ID: 66DEE395.3411-43ED-AE4A-A14EAA45106D
ATTACHMENTS
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IDocuSign Envelope 10: 68DEE395-341143ED-AE4A-Al4EAA45106D
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DocuSlgn Envelope ID: 68DEE395-3411-43ED-AE4A-A14EAA45106D
Photo No. Date:
2 5/5/za16
Direction Photo Taken:
East
Description:
View of above area
during approved
excavator removal.
Excavator was utilized
from existing road bed.
Excavation with the
heavy equipment was
down to approximately
6" above natural
soils/vegetation.
kt
* is h`. . ", • ..- �.

' DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45146D
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Photo No. pate:
' 4 5/9/2016
Direction Photo Taken:
' East northeast
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'
Description:
View of above area
*
1
during manual
sediment removal.
Material was removed
'
using rakes and
shovels placed into the
excavator bucket.
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DocuSign Envelope 1D. 68DEE395.3411-43ED-AE4A-A14EAA451060
1
S G 61NEE RS
PHOTOGRAPHIC LOG
Client Name:
Site location:
Project No.
Fogleman & Fogleman Soils, LLC
Durham, NC
Fogle 16-1
Photo No.
Date-
5
5/5/2016
F1 ti
Direction Photo Taken:
West
Description:,,:
View of approved
excavator removal.
Excavator was utilized
from existing road bed.
Excavation with the
heavy equipment was
down to approximately
6" above natural
so
IF
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DocuSign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
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DocuSign Envelope ID: 68DEE395-3411-43ED-AE4A-A14EAA45106D
Photo No. pate:
in 5/9/2416
Direction Photo Taken:
N/A
17-
Description: ` y �: ; " .. -79- �� �.1
View of manual
material removal.
Workers took care to '
determine the
transition between
dredged sediment and
original soil/vegetative
layers. -:-
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IDocu5ign Envelope ID: 6BDEE395-3411-43ED-AE4A-A14EAA45106D
Photo No.
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pate:
5/13/2016
Direction Photo Taken:
North northeast�g*
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Description:
Seeded areas have
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been stabilized with
J.
straw.
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DocuSign Envelope ID 68DEE395-3411-43ED-AE4A-Al4EAA45106D
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PHOTOGRAPHICLOG
Client Name:
Site Location:
Project No.
Fogleman & Fogleman Soils, LLC Durham, NC
Fogle 16-1
Photo No.
Date:
13
5/19/2016
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Direction Photo Taken:
North northeast
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Description:
` .
Disturbed areas
stabilized with seed and
straw. The site willv
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place more seed/straw`_
as needed in the
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coming weeks.
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IDocuSign Envelope ID: 66DEE395-3411-43ED-AE4A-A14EAA45106D
1
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APPENDIP
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SEDIMENT BASIN SB-fi
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DRAINAGE CHANNEL
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APPROXIMATE LIMITS OF LCIO WASTE
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OUTFALL 001 z
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SOIL STOCKPILE AREA
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GUARDHOUSE
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LIMITS BFMINE
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PROPERTY LINE
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REFERENCES:
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1 TOPOGRAPHY INACTIVE AREAS FROM AERIAL SURVEY PERFORMED
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► ►
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DRAINAGE AREA FOR SB-fi
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BY GEODATA CORPORATION, ZFBULON, NC, DATED JULY 1, 2011
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OVERALL SITE TOPOGRAPHY AS PROVIDED BY NCDOT GIS DEPARTMENT
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FROM LIDAR DATA RELEASED MAY 2007.
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2 COORDINATE SYSTEM IS NORTH CAROLINA STATE PLANE GRID, NAD
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-
83, NGVD 88.
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3. PROPERTY LINE AS SHOWN ON DRAWING PROPOSED DEMOLITION
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0
100 200 300 400 LANDFILL, PROPERTY OF JOHN H. FOGLEMAN", PREPARED BY WILLIAM
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Feet C WALKER, JR., REGISTERED LAND SURVEYOR, DURHAM, NC, DATED
cm
OCTOBER 15, 1991, REVISED FEBRUARY 2008. PROPERTY LINE
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APPENDIX 2
1
1

1
11
1
1
K\ProjectslFogleman Landfill (Durham County)\Stormwater Design\
HydroCAD Type it 24-hr 1.00 hrs . 7 Event Rainfall=0. 6 7"
Prepared by Smith Gardner, Inc. Page 1
FlygroCAM 8.00 s/n 001426 Q 2006 HydroCAD Software Solutions LLC 2/28/2013
Pond 4P: Basin 2
Inflow Area = 19.230 ac, Inflow Depth = 0.01" for 7 Event event
Inflow =
0.09 cfs @
2.00 hrs,
Volume=
0.011 of
Outflow =
0.00 cfs @
0.00 hrs,
Volume=
0.000 af, Atten= 100%, Lag= 0.0 min
Primary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 269.24' @ 15.00 hrs Surf.Area= 12,470 sf Storage= 461 cf
Plug -Flow detention time= (not calculated- initial storage excedes outflow)
Center -of -Mass det. time= (not calculated: no outflow)
Volume _ _ Invert Avail -Storage Storage Description
#1 269.20' 352,293 cf Custom Stage Data (Prismatic) Listed below (Recalc)
' Elevation Surf.Area Inc.Store Cum.Store
(feet) CsqA) _ __(cubic -feet) (cubic -feet)
269.20 12,000 0 0
t 270.00 21,971 13,588 13,588
275.00 33,215 137,965 151,553
280.00 47,081 200,740 352,293
' Device Routing Invert Outlet Devices
#1 Primary 269.60' 18.0" x 70.0' long Culvert RCP, groove end projecting, Ke= 0.200
Outlet Invert= 268,20' S= 0.0200 7 Cc= 0.900
t n= 0.011 Concrete pipe, straight & clean
#2 Device 1 270.50' 0.5" Vert. OrificelGrate X 12.00 columns
X 3 rows with 3.0" cc spacing C= 0.600
#3 Device 1 273.50' 3.0' long Sharp -Crested Rectangular Weir X 3.00
t 2 End Contraction(s)
#4 Secondary 274.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0,20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2,69 2.68 2.69 2,67 2.64
' Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=269.20' (Free Discharge)
tCulvert ( Controls 0.00 cfs)
F2=Orifice/Grate ( Controls 0.00 cfs)
' 3 Sharp -Created Rectangular Weir ( Controls 0.00 cfs)
econdary Outflow Max=0.00 cfs @ 0.00 hrs HW=269.20' (Free Discharge)
Broad -Crested Rectangular Weir ( Controls 0.00 cfs)
1
1

HAProjectsTogleman Landtill (Durham Gounty)1Stormwater Designl
HydroCAD Type 1124-hr 1.00 hrs .7 Event Rainfall=0.67'
Prepared by Smith Gardner, Inc. Page 2
H&oCAM 6.00 s/n 001426 C 2006 HydroCAD Software Solutions LLC _ 2t28/2013
Pond 4P: Basin 2
Hydrograph
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b—oad:' ❑ OuMow
o%
Inflow Area=19.230 ac {' s, o",.,d,y
0.09 Peak Elev=269.24'
Storage=461 cf
0.
0.0
0.0
LL 0
0.0
0.
0.015 000d* AWF
0.01 a00- "•
ti
0A a.'6 d.
0 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 20
Tlrrx (hours}
Few ('0 ') Z'{ Wf 7• Gb [xa�
s
^` S E3, rL 0. to