5410_EverettsLCIDLF_ApprovedApplication_DIN27057_20161129

PERMIT APPLICATION REVIEW FORM

Review Requested by:
Date Requested: 10/20/2016
Facility Name and Permit ID Everett’s Land Clearing and Inert Debris Pit
Applicant (Owner) Name Lynn Everett
Description of Permit Request
[This is the action the applicant
is requesting in accordance with
NCGS 130A-295.8(b)]
(1)a. New – New Facility
(1)b. New – Expand Facility Boundary
(1)c. New – Expand Waste Boundary
(1)d. New – Substantial Amendment
(2)a. Amendment – Next Phase of the Approved Facility Plan
(2)b. Amendment – Renewal/Review 5YR 10YR
(2)c. Amendment – Change in Ownership
(3)a. Modification – Change to Approved Plans (No CHR)
(3)b. Modification – Subsequent Permit to Operate (No CHR)
(3)c. Modification – Five-year Limited Review
(4) Major Permit Modification
Permitted Annual Tonnage
Permit Fee
Date Application Received Click here to enter a date.
Contact Name, Title & Phone # Lynn Everett
Email Address [e-mail]
Company Everett’s Lot Clearing and Grading, Inc.
911 Address Parcel 4596; XX Aldridge Store Rd
Mailing Address 2402 Fred Everett Rd
City/State/Zip Kinston NC 28504
Parent Company -
Known Subsidiaries -
Other known names business
has operated under
Westside Minerals is a Mining Co. of Lynn Everett
Known Counties of Operation Lenoir, Wayne, Craven, Pitt, Greene, Duplin, Onslow, Jones, etc.
Does the applicant have a past
or current solid waste permit?
Yes No Unknown
Facility Type: INDUS Permit #:
Did the permit applicant submit
Financial Assurance cost
estimates?
Yes No Not Needed
Other notes

1
Chao, Ming-tai
From:Branch Smith <[e-mail]>
Sent:Monday, October 17, 2016 10:09 AM
To:Chao, Ming-tai
Subject:RE: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir
County
He understands. You can just hold the issuance of the LCID until you receive the erosion control approval.

Kind Regards;
Branch

From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Monday, October 17, 2016 10:08 AM
To: Branch Smith <[e-mail]>
Subject: RE: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

Dear Mr. Smith: Just a friendly remind, without the approval of the erosion and sediment control, your client can’t
engage any dirt disturbance activities at the site event the Solid Waste Permit is issued to your client. I will double check
with my supervisor to see if the Solid Waste Section will issue a landfill permit prior to receiving the copy of approval
letter of erosion and sediment control from NCLQS. My supervisor is out of office this week and I will let you know the
answer next week.

Ming Chao

From: Branch Smith [mailto:[e-mail]]
Sent: Monday, October 17, 2016 9:58 AM
To: Chao, Ming-tai <[e-mail]>
Cc: Hare, Wes <[e-mail]>
Subject: RE: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

Ok I may send you everything with the exception of the erosion control permit approval and any plans associated with
erosion control revisions.

I’ll send it out this week.

Kind Regards;
Branch

From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Monday, October 17, 2016 9:54 AM
To: Branch Smith <[e-mail]>
Cc: Hare, Wes <[e-mail]>
Subject: RE: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

Dear Mr. Smith:

2
I need a hard copy & one electronic copy of the completed applications including the operations plan and the
complete/signed certification page with correct name of the owner & operator, calculations/designs, drawings, other
supporting documents and approval documents/permits from other regulatory agencies (such as property deed, mining
permits, zoning letter, approval erosion and sediment control plan w/ the approval letter, etc.). This is shall be the final
application which compiles the revised and final version of the submittal. Some documents that you have submitted
previously, but I need the compilation of the final version of all documents in a single application which will be placed in
the landfill facility operating record and will be subject to auditing periodically. Please contact me if you have any
question, thank you for your effort.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

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.

From: Branch Smith [mailto:[e-mail]]
Sent: Sunday, October 16, 2016 2:24 PM
To: Chao, Ming-tai <[e-mail]>
Cc: Mussler, Ed <[e-mail]>; Rice, Sarah M <[e-mail]>; Hare, Wes <[e-mail]>
Subject: RE: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

I am sending these plans along with updated Operations Plan. How many copies do you need?

J. Branch Smith, PE
Paramounte Engineering, Inc. | 122 Cinema Drive | Wilmington, NC 28403
Office: [phone] | Cell: [phone] | Fax: [phone] | www.paramounte-eng.com

From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Thursday, October 13, 2016 2:17 PM
To: Branch Smith <[e-mail]>
Cc: Mussler, Ed <[e-mail]>; Rice, Sarah M <[e-mail]>; Hare, Wes <[e-mail]>
Subject: FW: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

Dear Mr. Smith:

3
Good news. The CHR for the referenced landfill facility is approved today, and a milestone for this project has
achieved. I am looking forward receiving the final permit application from you including permit/approval
document for constructing/operating this facility issued by other regulatory agencies. If the complete permit
application is received by the Solid Waste Section, your client may have the permit within a week or two
depending on the workload. Additionally, holiday seasons are coming, I will advise you not sending the
package in the late November or December, I can’t control other people’s schedules for vacations. Please
contact me if you have any questions of the permit processes.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

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.

From: Rice, Sarah M
Sent: Wednesday, October 12, 2016 2:06 PM
To: Mussler, Ed <[e-mail]>
Cc: Chao, Ming-tai <[e-mail]>; Watkins, Jason <[e-mail]>; Hare, Wes
<[e-mail]>; Hammonds, Andrew <[e-mail]>; Lorscheider, Ellen
<[e-mail]>
Subject: CHR COMPLETE - Everett's Lot Clearing & Grading, Inc., NEW FACILITY, Lenoir County

Ed,

We have performed a compliance history review for the Everett's Lot Clearing & Grading, Inc., NEW FACILITY. The results
do not indicate that the permit should be declined at this time.

Please make sure that the legal entity name on the permit is Everett's Lot Clearing & Grading, Inc.

Regards,

Sarah M Rice
DWM-SWS Compliance Officer and NCDEQ Title VI Coordinator
NC Dept of Environmental Quality

4
919 707 8287 office/fax
[e-mail]

Physical Address:
217 West Jones Street
Raleigh, NC 27603

Mailing Address:
1646 Mail Service Center
Raleigh, NC 27699-1646

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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.
----------

1
Chao, Ming-tai
From:Branch Smith <[e-mail]>
Sent:Monday, September 26, 2016 10:24 AM
To:Chao, Ming-tai
Subject:RE: Everett's LCIDLF, P1303, DIN 26720
Attachments:160926 LCID-2.pdf
Follow Up Flag:Flag for follow up
Flag Status:Flagged
Mr. Chao:

Please review the map and see if this approach will meet the concerns of leachate draining into potentially damaged
pipe. I propose concrete pipe sealed watertight. The other option is digging a ditch but any leachate will get in this ditch
as well. This pipe is not directly under the landfill as it is in clean fill. Runoff and leachate will always be of concern, but
this should minimize your concerns as stated below.

Kind Regards;
Branch

From: Chao, Ming-tai [mailto:[e-mail]]
Sent: Friday, September 09, 2016 2:07 PM
To: Branch Smith <[e-mail]>
Cc: Hare, Wes <[e-mail]>; [e-mail]
Subject: Everett's LCIDLF, P1303, DIN 26720

Dear Mr. Smith:

The Solid Waste Section (SWS) completed a review of the revised Permit Application (DIN 26704) and has
two comments stated below:

1. (Operations Plan, Waste Disposal Plan, on Page 2 of 6) Pursuant to the Solid Waste Management Rules
(Rule) 15A NCAC 13B .0566(5) & (7), the soil cap, at minimum of one foot thickness, shall be installed
over the disposal area at the landfill no later than 120 calendar days [not one year, proposed in Item (t)]
after completion of any phase of disposal operations. The soil cap must be revegetated at the specified
time frame as well. The Item (t) must be revised accordingly.
Response: O&M text changed.

2. (Drawing Nos. LCID-2 & LCID-3) A 24-inch-diameter aluminum pipe is added to the revised plan
drawings to drain the surface runoff in the ditch along the east side of the landfill into the stormwater
holding area, which is located on the west side of the landfill. And this transverse aluminum pipe is to
be installed underneath the landfill. The SWS has strong concerns of this design because the buried
pipe, if it is damaged or leaks for any reason, will potentially provide a least-resistant path for leachate
migration to the on-site surface-water body (stormwater holding area) and consequently to the
groundwater underneath the landfill. (Don’t forget what causes the coal ash spill into the Dan
River.) Leachate is defined as any liquid, including any suspended components in liquid, that has
percolated through or drained from solid waste according to Rule 15A NCAC 13B .0101(24). Please
noted that the landfill will be perpetually located at the property, but the pipe has a limited service
2
life. Mr. Everett who owns and operates this landfill will be legally and financially responsible for any
environment damages to surface water and groundwater resulting from leachate migration via the
damaged pipe. Consequently, this design has a potential violation of the Rule 15A NCAC 13B.
.0566(14) - leachate shall be properly managed on site through the use of current best management
practices.
Response: Pipes have been removed – see revised maps.

Additionally, the Permit Application must properly address the following concerns, if Mr. Everett insists
to use this approach to manage the on-site stormwater/drainage system:
i. According to the “LCID Full-Build Out Cross-Section” on Drawing No. LCID-3, the pipe intake
(daylight) is placed on the grade without any backfill cover, and approximately 50% of the pipe
is covered by less than 1-foot thick cover.
a. Will this pipe be able to resist waste loads (static) and live loads, generated from the
movements of dump truck and earth-moving equipment with an acceptable factor of
safety? Please provide the detailed calculation to demonstrate the selected pipe has adequate
strength to support the maximum static and live loads in construction and operation of the
landfill.
Response: Pipes have been removed – see revised maps.

b. Provide a typical detail and cross section of the pipe trench which must meet the
assumptions/concepts of pipe-soil system used in the calculations mentioned in the above-
mentioned item (a) including, but not limit to, trench width & depth, specifications for
backfill materials and compaction efforts, thickness of cover and bedding, etc.
Response: Pipes have been removed – see revised maps.

ii. If the pipe trench and installation will be constructed after the minimum 4-feet-thick landfill base
is completely constructed, the trench safety requirements must be clearly specified on the
drawing.
Response: Pipes have been removed – see revised maps.

iii. Will the aluminum pipe have chemical compatibility and corrosion resistance to the potentially
exposed environmental media such as leachate, waste, standing water, or backfill
material? Shall the pipe be protected by a suitable coating or applying cathodic
protection? Please clarify.
iv. What is the service life of the pipe? Please provide detailed references and calculations.
v. Response: Pipes have been removed – see revised maps.

vi. Is there an inspection and maintenance plan for the drainage pipe to be conducted during the
landfill operation period? Should the pipe be damaged for any reason, how you plan to repair the
pipe? Please clarify.
vii. Response: Pipes have been removed – see revised maps.

Please contact myself if you have any questions to the above-mentioned comments. Thanks and have a
wonderful weekend.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
3
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

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.

From: Chao, Ming-tai
Sent: Tuesday, September 06, 2016 11:33 AM
To: '[e-mail]' <[e-mail]>
Cc: Rice, Sarah M <[e-mail]>; Hare, Wes <[e-mail]>; Hammonds, Andrew
<[e-mail]>
Subject: Everett's LCIDLF, P1303

Dear Mr. Smith: Good morning. On August 29, 2016 the Solid Waste Section (the SWS) received the hard
copy of the responses to the July 11, 2016 comments (DIN 26446) and the revised Operations Plan and
supporting documents associated to the proposed new landfill. The above-mentioned documents are scanned,
logged and uploaded to the document tracking system with a DIN 26704. The SWS will review the revised
operations plan and responses shortly.

Ming Chao
Ming-Tai Chao, P.E.
Environmental Engineer
Permitting Branch, Solid Waste Section
NCDEQ, Division of Waste Management
(Mailing Address)
1646 Mail Service Center
Raleigh, NC 27699-1646

(Street Address)
Green Square, 217 West Jones Street
Raleigh, NC 27603
Tel. [phone]
[e-mail]
http://portal.ncdenr.org/web/wm/sw

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.

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EVERETT’S LAND CLEARING AND INERT DEBRIS PIT
INSTITUTE TOWNSHIP, LENOIR COUNTY

LCID NARRATIVE

For:
EVERETT’S CLEARING AND GRADING, INC.
2402 Fred Everett Rd
Kinston, NC 28504
[phone]

Prepared by:
J. Branch Smith, PE
Consulting Engineer
P.O. Box 15044 | Wilmington, NC 28412
[phone]
[e-mail]

May 2016
June 2016
October 2016

2

EVERETT’S LCID

Table of Contents

LCID NARRATIVE
I. SITE DESCRIPTION
II. POINT OF CONTACTS
III. SHWT REPORT EVALUATION

ATTACHMENT 1 – SUPPORTING INFORMATION
 USGS TOPOGRAPHIC MAP
 PROPERTY DEED
 FEMA FIRM PANEL AND MAPS
 TERRACON SHWT REPORT
 HYDROCAD REPORT

3

I. Site Description

This Land Clearing and Inert Debris Facility has been operational for about a year and a
half. The previous surface mining permit was attempted to be renewed in 2009 although it
may have been closed instead of renewed due to the change of use to a LCID. However, an
LCID was not permitted, although documents prepared for a submittal (I don’t have
records of a submittal). After inspections by Land Quality staff, it was determined the
LCID application should be submitted in order to comply with Solid Waste Rules.
Therefore, this is the submitted information in order to comply with 15A NCAC 13B.0565
for LCID landfills.
The proposed pit is about 13 acres located off Aldridge Store Rd (SR 1515) in the Institute
Township of Lenoir County as referenced by Deed Book 987, Page 1 and Map Book 19,
Page 15 (Parcel Record 4596). The site is georeferenced at Latitude: 35°20'6.35"N and
Longitude: 77°43'40.29"W. This LCID has been accepting and will continue to operate with
the approved disposal materials of land clearing waste (stumps, green limbs, leaves, grass,
soil, yard waste, etc.). The estimated cubic yards of waste at this facility will be 1,000 cubic
yards per quarter.
The site’s topography slopes from top of pit elevations from 102 to 95 ft MSL (NAVD 88).
The pit bottom elevations range from 75 to 81 ft MSL (NAVD 88). Side slopes range from
4:1 to 2:1 in places. The top of the pit is largely vegetated with the exception of the haul
road. The bottom and side slopes of the pit are stabilized with vegetation and trees as well.
The site lies in the Falling Creek (C;Sw, NSW) watershed of the Neuse River Basin.
However, from the top of pit, the drainage runs into the pit and not offsite.
II. LCID Point of Contacts

There will be no one stationed at the facility on a day-to-day basis. Lynn Everett
coordinates and opens the facility if it is to be used. It’s used 2-3x a week at most on a
typical work week. There may be certain projects which require a higher frequency use
throughout the year as typical in construction. See below for point of contacts and
resources for this facility. The permit fees and notices should be addressed to Lynn or Mary
Ann Everett.
Lynn Everett, VP and Landowner @ [phone] [e-mail]
Mary Ann Everett, President and Controller @ [phone] [e-mail]

4

Anthony Whaley, Project Manager @ [phone] [e-mail]

III. SHWT Report Evaluation

In 2011, Terracon and Fred Smith performed geotechnical borings and seasonal high water
table determinations based on soil profiles. The tests, conducted outside of the excavation
areas due to ponding of water, indicate these soil profiles were the pre-excavation soil
indicators for high groundwater levels. Given the ponding of water within the excavation
pits represent the current levels of groundwater and fluctuations of the groundwater are
much more dependent on rainfall than hydrogeology. Therefore, using the Terracon report
and borings would mean the bottom of the pit would have to be filled-in by 10-ft in most
areas, but if the current water levels are used, the bottom of the pit would have to be filled-
in by 4-5-ft in most areas. Current water levels would indicate the base conditions and
seasonal high levels would be irrelevant based on the rainfall as described herein.

Based on more field investigations and surveys, we have confined the stormwater to certain
area of the landfill as shown on the LCID maps.

5

Everett's LCID
Write a description for your map.

Legend
Everetts LCID
Feature 1
Institute

2 mi
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© 2016 Google
© 2016 Google
© 2016 Google

Terracon Consultants, Inc. 314 Beacon Drive, Winterville, NC 28590
P [252] 353-1600 F [252] 353-0002 terracon.com Registered NC F-0869

April 5, 2011

Everett’s Clearing and Grading
2402 Fred Everett Road
Kinston, North Carolina 28504

Attention: Mr. Lynn Everett

Subject: Report of Seasonal High Water Table Evaluation
Everett’s Country ‘E’ Mine
Institute Township, Lenoir County, NC
Terracon Project Number 72115013

Dear Mr. Everett:

Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering services for
the above referenced project. This seasonal high water table (SHWT) study was performed in
general accordance with our proposal P72110067 dated March 31, 2011.

Attached with this letter is the report provided by our subcontracted licensed soil scientist. Using
this data and the elevation information provided by Chris Paderick of Matrix East, PLLC, the
following table summarizes the seasonal high water table elevations at the locations tested.

Boring Location Depth Below Existing Grade (ft) SHWT Elevation (ft)
1 10.7 87.4
2 1.0 83.9
3 10.5 85.5

The letter and a boring location plan are attached with this report. Please review and let us
know if you have any questions.

Sincerely,

Terracon Consultants, Inc.

Carl F. Bonner, PE Robert H. Neel, Jr., LG Principal / Office Manager Principal / CMT Department Manager
Registered, NC 16252

Attachments

1S
SW Area
3S
Ph2 Final
2P
(new Pond)
Routing Diagram for Everett LCIDPrepared by Microsoft, Printed 7/1/2016
HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Subcat Reach Pond Link
Type III 24-hr 10yr Rainfall=6.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 2HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Subcatchment 1S: SW Area
Runoff =15.33 cfs @ 12.18 hrs, Volume=1.285 af, Depth> 1.91"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 10yr Rainfall=6.00"
Area (ac) CN Description
6.654 61 >75% Grass cover, Good, HSG B
1.431 69 50-75% Grass cover, Fair, HSG B
8.085 62 Weighted Average
8.085 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet)(ft/ft) (ft/sec)(cfs)
12.0 Direct Entry,
Subcatchment 1S: SW Area
Runoff
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
16
14
12
10
8
6
4
2
0
Type III 24-hr
10yr Rainfall=6.00"
Runoff Area=8.085 ac
Runoff Volume=1.285 af
Runoff Depth>1.91"
Tc=12.0 min
CN=62
15.33 cfs
Type III 24-hr 10yr Rainfall=6.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 3HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Subcatchment 3S: Ph2 Final
Runoff =24.18 cfs @ 12.14 hrs, Volume=1.866 af, Depth> 3.44"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 10yr Rainfall=6.00"
Area (sf) CN Description
283,397 79 <50% Grass cover, Poor, HSG B
283,397 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet)(ft/ft) (ft/sec)(cfs)
10.0 Direct Entry,
Subcatchment 3S: Ph2 Final
Runoff
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Type III 24-hr
10yr Rainfall=6.00"
Runoff Area=283,397 sf
Runoff Volume=1.866 af
Runoff Depth>3.44"
Tc=10.0 min
CN=79
24.18 cfs
Type III 24-hr 10yr Rainfall=6.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 4HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Pond 2P: (new Pond)
Inflow Area =14.591 ac, 0.00% Impervious, Inflow Depth > 3.82" for 10yr event
Inflow =40.42 cfs @ 12.16 hrs, Volume=4.643 af, Incl. 1.20 cfs Base Flow
Outflow =0.00 cfs @ 5.00 hrs, Volume=0.000 af, Atten= 100%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 79.24' @ 20.00 hrs Surf.Area= 95,952 sf Storage= 202,077 cf
Plug-Flow detention time= (not calculated: initial storage exceeds outflow)
Center-of-Mass det. time= (not calculated: no outflow)
Volume Invert Avail.Storage Storage Description
#1 76.00'467,301 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet)(sq-ft)(cubic-feet)(cubic-feet)
76.00 5,167 0 0
77.00 42,671 23,919 23,919
78.00 86,214 64,443 88,362
79.00 95,952 91,083 179,445
80.00 95,952 95,952 275,397
81.00 95,952 95,952 371,349
82.00 95,952 95,952 467,301
Pond 2P: (new Pond)
Inflow
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
45
40
35
30
25
20
15
10
5
0
Inflow Area=14.591 ac
Peak Elev=79.24'
Storage=202,077 cf
40.42 cfs
Type III 24-hr 100yr Rainfall=10.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 5HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Subcatchment 1S: SW Area
Runoff =39.91 cfs @ 12.17 hrs, Volume=3.230 af, Depth> 4.79"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 100yr Rainfall=10.00"
Area (ac) CN Description
6.654 61 >75% Grass cover, Good, HSG B
1.431 69 50-75% Grass cover, Fair, HSG B
8.085 62 Weighted Average
8.085 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet)(ft/ft) (ft/sec)(cfs)
12.0 Direct Entry,
Subcatchment 1S: SW Area
Runoff
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
40
35
30
25
20
15
10
5
0
Type III 24-hr
100yr Rainfall=10.00"
Runoff Area=8.085 ac
Runoff Volume=3.230 af
Runoff Depth>4.79"
Tc=12.0 min
CN=62
39.91 cfs
Type III 24-hr 100yr Rainfall=10.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 6HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Subcatchment 3S: Ph2 Final
Runoff =47.53 cfs @ 12.14 hrs, Volume=3.778 af, Depth> 6.97"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type III 24-hr 100yr Rainfall=10.00"
Area (sf) CN Description
283,397 79 <50% Grass cover, Poor, HSG B
283,397 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet)(ft/ft) (ft/sec)(cfs)
10.0 Direct Entry,
Subcatchment 3S: Ph2 Final
Runoff
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
50
45
40
35
30
25
20
15
10
5
0
Type III 24-hr
100yr Rainfall=10.00"
Runoff Area=283,397 sf
Runoff Volume=3.778 af
Runoff Depth>6.97"
Tc=10.0 min
CN=79
47.53 cfs
Type III 24-hr 100yr Rainfall=10.00"Everett LCID
Printed 7/1/2016Prepared by Microsoft
Page 7HydroCAD® 10.00-12 s/n 08877 © 2014 HydroCAD Software Solutions LLC
Summary for Pond 2P: (new Pond)
Inflow Area =14.591 ac, 0.00% Impervious, Inflow Depth > 6.99" for 100yr event
Inflow =87.97 cfs @ 12.15 hrs, Volume=8.500 af, Incl. 1.20 cfs Base Flow
Outflow =0.00 cfs @ 5.00 hrs, Volume=0.000 af, Atten= 100%, Lag= 0.0 min
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 80.99' @ 20.00 hrs Surf.Area= 95,952 sf Storage= 369,992 cf
Plug-Flow detention time= (not calculated: initial storage exceeds outflow)
Center-of-Mass det. time= (not calculated: no outflow)
Volume Invert Avail.Storage Storage Description
#1 76.00'467,301 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet)(sq-ft)(cubic-feet)(cubic-feet)
76.00 5,167 0 0
77.00 42,671 23,919 23,919
78.00 86,214 64,443 88,362
79.00 95,952 91,083 179,445
80.00 95,952 95,952 275,397
81.00 95,952 95,952 371,349
82.00 95,952 95,952 467,301
Pond 2P: (new Pond)
Inflow
Hydrograph
Time (hours)
201918171615141312111098765
F l o w
(c f s )
90
80
70
60
50
40
30
20
10
0
Inflow Area=14.591 ac
Peak Elev=80.99'
Storage=369,992 cf
87.97 cfs

OPERATIONS PLAN

LAND CLEARING AND INERT DEBRIS LANDFILL

EVERETT’S LCID PIT
SOLID WASTE PERMIT #5410-LCID-2016
ALDRIDGE STORE RD
LENOIR COUNTY, NORTH CAROLINA

Date:

October 17, 2016

Prepared for:

EVERETT’S LOT CLEARING AND GRADING, INC.
2402 FRED EVERETT ROAD
KINSTON, NC 28504
[phone]

Prepared by:

J. BRANCH SMITH, PE
P.O. BOX 15044
WILMINGTON, NC 28408
[phone]

TABLE OF CONTENTS

SECTION TITLE

OP ADOPTION

1 OPERATIONS PLAN

WASTE DISPOSAL PLAN
EROSION AND SEDIMENTATION
STORMWATER MANAGEMENT
SPILL PREVENTION AND RESPONSE PLAN
PREVENTATIVE MAINTENANCE AND HOUSEKEEPING

2 APPENDIX
LCID MAPS
LCID PERMIT #
FIRE NOTIFICATION FORM

Operations Plan Page 1 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

1 WASTE DISPOSAL PLAN (a) See LCID Maps for General Location. (b) The approved disposal materials shall be land clearing waste (stumps, green limbs, leaves, grass, soil, yard waste, etc.).

(c) Per 15A NCAC 13B .0101(22), means a facility for the land disposal of land clearing waste, concrete, brick, concrete block, uncontaminated soil, gravel and rock, untreated and unpainted wood, and yard trash.

(d) The disposal of any material other than those listed above shall be prohibited (15A NCAC 13B.0563).
(e) The estimated cubic yards of waste at this facility will be 4,000 cy/year. See LCID maps and permit.
(f) Waste from any county in NC will be permitted but most likely only Lenoir, Wayne, Craven, Pitt, Greene, Duplin, Onslow, and Jones counties.
(g) The equipment will be dump trucks and dozers mainly and excavators may be used to place fill dirt on occasion.

(h) The facility is gated and locked daily.

(i) The hours of operation are M-Sat. dusk till dawn but the facility is not active but a few times a week.

(j) This facility is not open to the public but private use only.
(k) Signs are located at the facility to describe the types of acceptable wastes, prohibited wastes, operating hours, permit number, and emergency contact numbers.
(l) Haul roads will be maintained for all-weather access.

(m) No temporary storage of unacceptable waste shall be stored onsite. Unacceptable wastes such as waste tires, appliances, construction and demolition waste, and household garage must not be disposed in the LCID Pit and hauled to the regulated landfill as listed below.

(n) The closest regulated landfill that will take unacceptable waste for the LCID facility is located at:

Operations Plan Page 2 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

Lenoir County Solid Waste Landfill
2949 Hodges Farm Road
LaGrange, NC 28551
Phone: [phone]

(o) Open burning of solid waste is prohibited at the landfill property
[Rule 15A NCAC 13B .0566(12)].
(p) Fire Prevention and Response is covered by personnel training of Everett’s Lot Clearing and Grading, Inc. Fires on the LCID site shall be reported to the local fire department. Water may be used onsite to fight fires, but the local emergency responders will be contacted to fight any fires. All equipment must contain working fire extinguishers.

(q) The closest fire department is located at:

North Lenoir Fire & Rescue
2147 Fred Everett Rd, Kinston, NC 28504
Phone: [phone]
Brian A. Wade, Fire Chief

(r) Fires and explosions that occur at the landfill require verbal notice to the DWM within 24 hours and written notification within 15 days. Written notification must include the suspected cause of fire or explosion, the response taken to manage the incident, and the action(s) to be taken to prevent the future occurrence of fire or explosion. The FIRE OCCURRENCE NOTIFICATION FORM can be downloaded from the DWM web site (link is provided below) and appended to the Operations Plan http://ncdenr.s3.amazonaws.com/s3fs-public/Waste%20Management/DWM/SW/Forms/FireOccurrenceReport.pdf See form included herein. (s) The permit files, inspections, and drawings will be maintained at the main office of Everett’s Lot Clearing and Grading located at 2402 Fred Everett Rd., Kinston, NC 28504.
(t) The fill material will be excavated from onsite. A 1-ft soil cap will be installed on the LCID waste within 120 calendar days of no activity on site.

Operations Plan Page 3 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

(u) Permanent markers that accurately identify the edge of the
approved waste disposal boundary must be installed and properly
maintained.
(v) Pursuant to Rule 15A NCAC 13B .0566(4), adequate soil cover shall be applied over to cove the working face monthly or the active area reaches one (1) acre in size, whichever occurs first. (w) Closure of the facility will be in accordance, at a minimum, to Rule 15A NCAC 13B .0566(5) and notification made to the Solid Waste Section of NCDEQ. There is no projected use of the property at this time.
2 RESPONSIBLE PEOPLE FOR THE LCID FACILITY
Lynn Everett, VP and Landowner @ [phone] [e-mail]
Mary Ann Everett, President and Controller @ [phone] [e-mail]
Anthony Whaley, Project Manager @ [phone] [e-mail]

3 EROSION AND SEDIMENTATION CONTROL
(a) The prevention of offsite sedimentation will be verified every week of operations. (b) The drainage area and surface water collected into the designated erosion control storage measures will be maintained to sufficient size and depth to accommodate the sediment-runoff. (c) The Erosion Control Permits will remain at the main office and Washington Regional DENR office.

Operations Plan Page 4 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

4 STORMWATER MANAGEMENT PLAN
(a) There is no State-permitted stormwater management permit necessary for this site. Stormwater Best Management Practices (BMP) for this facility are essentially the erosion control measures and details. (b) Receiving Waters on NC State 303(d) impaired waters list or located in a watershed established TMDL: N/A - Falling Creek
303d Impaired Waters

303d Impaired Waters
(c) The potential pollutants and total suspended solids that could be expected from these solid waste operations are dust and sediment-runoff, non-road and road grade diesel fuel, motor oil and lubricants, equipment lubricants and chemicals. Sediment-runoff results from exposed slopes, haul roads, stockpiles, wastepiles, and other land disturbing activities. Dust is typically generated from truck and excavator traffic along haul roads. Fertilizers and other chemicals would be used for land reclamation or seeding and could be washed from slopes and other disturbed areas. Equipment fuel and lubricants could spill or wash onto the ground during hauling, excavation, and dumping operations, and during maintenance or repair. There are multiple other chemicals and pollutants listed in the Materials Safety Data Sheet (MSDS) notebook in the construction field and main offices. (d) List of significant spills or leaks of pollutants that have occurred in the last 3 years and corrective action:
Significant Spills/Leaks Date
Corrective Action Date

Operations Plan Page 5 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

Significant Spills/Leaks Date

Corrective Action Date

Significant Spills/Leaks Date

Corrective Action Date

5 SPILL PREVENTION AND RESPONSE PLAN (SPRP)
(a) An Inventory of Potential Pollutant Sources for this LCID facility is found in the Materials Safety Data Sheet (MSDS) notebook in the main office. A MSDS sheet is found for all chemicals on site. Also, the same list is found in the Hazard Communication Program notebook in the office. (b) An oil Spill Prevention Control and Countermeasure Plan (SPCC) is not required by Federal regulations, specifically the Mining Health and Safety Administration (MHSA), although the spill prevention control and countermeasures are detailed for all chemicals and pollutants in the MSDS notebook in the office. (c) Everett’s Lot Clearing and Grading, Inc. personnel responsible for implementing the SPRP are all employees and personnel trained to work in the LCID Pit operations on site.
(d) Permanent Fuel storage is not planned for this facility and any temporary storage vessels shall be removed from the site daily. (e) Any and all containment structures for Bulk Storage of Liquid Materials per Section 313 of Title III of the Superfund Amendments & Reauthorization Act (SARA) are not located in a Special Flood Hazard Area Zone AE or any areas subject to flooding.

Operations Plan Page 6 of 6
Everett’s LCID Pit
Aldridge Store Rd, Lenoir County, North Carolina

(f) If any fuel or oil spill should occur, the usable fuel/oil within the
containment structures shall be pumped into tanker trucks and
transported to another storage facility. Oil absorbent material shall
be available if it is necessary to use. The unusable fuel/oil and the
contaminated soil in the area will be excavated and disposed of in
accordance with State and/or Federal regulations.

(g) All unloading of transport vehicles to fill fuel tanks will meet minimum requirements and regulations established by the U.S. Department of Transportation (US DOT) and MHSA. The tanks will be attended while filling to prevent overflow, and to note visible leaks from seams, gaskets, valves, etc. If spills are evident, the contaminated soil will be excavated and disposed to an approved landfill or contact the Division of Waste Management. If the spills continue, a paved unloading ramp equipped with an oil-water separator may need to be constructed.
(h) If any other spills that involve equipment lubricants and chemicals occur, the spill shall be cleaned up, excavated and disposed to an approved landfill or contact the Division of Waste Management.

(i) All personnel who are in any way connected with the pollutants listed above, or responsible for storm water drainage and spill cleanup will be made familiar with this plan, and a copy of this plan will be posted and readily available to all personnel at the main office and field offices.

6 PREVENTATIVE MAINTENANCE AND HOUSEKEEPING
(a) Preventive Maintenance and Housekeeping related to health and safety of personnel and any environmental impacts is discussed and trained to all personnel working in the operations of Everett’s LCID Pit. Mine personnel are expected to be responsible with the pollutants that they are involved with the most. An “Annual Refresher” is a training course by Everett’s Lot Clearing and Grading every year that includes preventative maintenance, housekeeping, and MSDS. In addition, job-specific training is required for all new employees, which also includes preventative maintenance, housekeeping, and MSDS.

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Chao, Ming-tai
From:Branch Smith <[e-mail]>
Sent:Monday, November 21, 2016 9:19 AM
To:Chao, Ming-tai
Subject:FW: Lynn Everett's LCID
Attachments:DOC110316-001.pdf
This is the erosion control approval you were waiting on.

Hopefully this will wrap it up.

Kind Regards;
Branch

From: Peed, Richard [mailto:[e-mail]]
Sent: Monday, November 21, 2016 9:16 AM
To: Branch Smith <[e-mail]>
Cc: Dumpor, Samir <[e-mail]>
Subject: RE: Lynn Everett's LCID

Branch,
The plan was approved on Nov. 3, 2016.
You were copied on the Letter of Approval.
Sorry if you did not receive it. I have attached an email copy.
Sorry for the inconvenience.
Thanks,
Richard

Richard D. Peed, CPESC
Regional Engineering Associate
Washington, Regional Office
[e-mail]
Ph 252-946-6481
Fax [phone]

From: Branch Smith [mailto:[e-mail]]
Sent: Friday, November 18, 2016 7:17 PM
To: Peed, Richard <[e-mail]>
Cc: Dumpor, Samir <[e-mail]>
Subject: Lynn Everett's LCID

Checking to see if this EC permit has been issued yet? We need to get a copy to Div. Solid Waste please.
Branch
Sent Mobile [phone]
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