20200322_Application

LETTER OF TRANSMITTAL
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CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
P.O. Box 7966 • Rocky Mount, INC 27804
Phone: [phone]
Fax: [phone]
www.appianengineers.co m
DATE: ACEJN:
3/12/2020 19-089
TO:
NCDEQ DEMLR
State Mining Specialist
Raleigh Central Office
1612 Mail Service Center
Raleigh, NC 27699-1612 919-707-9220
PROJECT:
Bill Lane Pit
Mine Permit Application
Wayne County, INC
GENTLEMEN: We are sending you ( X ) herewith ( ) under separate cover:
SUBMITTAL FOR:
CODE
FOR APPROVAL
1
FOR YOUR USE
2
AS REQUESTED
3
BID TAB DISTRIBUTION
4
APPROVED PERMITS
5
REVIEW AND COMMENT
6
PLEASE SIGN AND RETURN
7
ACTION
CODE
APPROVED
A
APPROVED AS NOTED
B
NOTAPPROVED
C
REVISE AND RESUBMIT
D
PLEASE SIGN AND RETURN
E
PRINT COPIES
DRAWING NUMBER
REVISION NO. OR DATE
DESCRIPTION
CODE
1
Cover Letter
2
6
Plans
1
6
Permit Applications/ Affidavits
2
1
#7550, 3/2/20
Check for $5,000 to NCDEQ for new mine permit fee
2
1
Calculations
1
Remarks:
Submitted for approval.
THANKYOU!
If enclosu(sre;cived aree n� above, kindly notify at once.
Thank yo
Bv: i Date:
3 �2 2Q3
David C. Wvoir, PE, LEEDAP
drevoir0appianenaineers. com

STnTrvnTr
f
CONSULTING ENGINEERS, PA
March 12, 2020
NCDEQ DEMLR
Mr. David Miller, State Mining Specialist
Raleigh Central Office
1612 Mail Service Center
Raleigh, NC 27699-1612
919.707.9220
RE: B!IILane Pit
Mining Permit Application
2258 Bill Land Blvd. Goldsboro, NC (Wayne County)
River Basin: Neuse
Dear Mr. Miller:
As discussed with Samir Dumpor, NCDEQ Washington Regional Office, we are enclosing plans, calculations
and forms for a new mining permit application for the Bill Lane Pit in Wayne County, NC. The property for
the new Bill Lane Pit is adjacent to an existing sand pit operated by S.T. Wooten Corporation (Permit #96-
55), also on property owned by Lane Farms. In addition, Lane Farms also operates another sand pit mine in
Wayne County (Permit #96-37). As required by the permit, adjoining property owners have been notified.
Please let us know if you have any questions or comments.
THANKYOU!
Sincerely,
A ia-Consulting Engineers, P.A.
David C. Revoir, PE
cc: Samir Dumpor, PE, via email
P.O. Box 7966 • Rocky Mount, NC 27804 • 252.972.7703
www.AppionEngineers.com • [e-mail]

i/
APPLICATION FOR A MEU NG PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Bill Lane Pit County Wayne
River Basin Neuse RECEIVED
Latitude (decimal degrees to four places) 35.3138 �s MAR 2 3 2020
Longitude (decimal degrees to four places)-77.9480 - 7? ,�y bkND QUALITY
MINING PROGRAM
2. Name of Applicant* Lane Farms, Inc.
3. Permanent address for receipt of official mail**
P.O. Box 1179 Goldsboro. NC 27533
Telephone [phone] Alternate No.
4. Mine Office Address P.O. Box 1179 Goldsboro, NC 27533
Telephone [phone]
5. Mine Manager Bill Lane
6. E-mail Address: blane(a�lanetree.com
I certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
Date 3— 2 — Z& aD
Print Name William D. Lane
Title President, Lane Farms, Inc.
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
* * The Division of Energy, Mineral, and Land Resources must be notified of any changes in the permanent address
or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
-1-

i
APPLICATION FOR A MINING PERMIT
NOTE:All of the following questions must be thoroughly answered regarding your mining operation for the
intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
1. Answer all of the following that apply:
Q If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon): 58.56 ac
Of this acreage, how much is owned and how much is leased?
Acres owned: ALL. 58.56 acres is part of a larger 191.53 acre tract owned by Lane Farms
Acres leased: n/a Property owner if leased: n1a
❑ If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
Doet the modification involve acreage within the previously approved permitted boundary?
Yes] No ❑. If yes, indicate the acreage to be covered by this modification (this is the
acreage that the "major modification" fee will be based upon):
Does the modifi ation involve acreage outside the previously approved permitted boundary?
Yes ❑ No [� If yes, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all of Section F. ofthis application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this qcreage be affected (i.e.: disturbed,
ground cover removed) by the mining operation? Yes ❑ No LJ (Ifno, a "minor modification" fee
of $100.00 is required, despite the "undisturbed acreage to be added). If yes, indicate the acreage to
be affected within the acreage to be added to the permit (the total acreage to be added to the permit is
the acreage that the "major modification" fee will be based upon):
❑ If this is an application for TRANSFER of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTIONS) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Sand
3.
Mining method:
Hydraulic Dredge
Dragline & Truck
Other (explain):
Q Front-end Loader & Truck ❑ Shovel & Truck
❑ Self -loading Scraper
4. a. Expected maximum depth of mine (feet) 16'
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)_
natural ground level
b. Expected average depth of mine (feet) 10 to 15 '
5. Has any area(s) at this site been mined in the past? Yes ❑
If yes, when and by whom was this activity conducted?
No Q*
*This site has not been mined in the past, however, the property is adjacent to the existing sand pit
operated by S.T. Wooten Corporation (Permit #96-55), on land owned by Lane Farms.
—2—

APPLICATION FOR A MINING PERMIT
6. Number of years for which the permit is requested (Life of the Mining Operation or Life of Lease from
Public Entity): (Life of the Mining Operation (20+ Lears)
B. MAPS
1. Clearly mark and label the location of your minim operation on six (6) copies of a 7.5-minute quadrangle
and a county highway map. These maps, in addition to six (6) copies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 5`'' Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
htty://nortal.ncdenr.org/web/ir/geological home
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation - Geographic Information Systems (GIS)
Mailing Address:
NCDOT GIS Unit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NCDOT GIS Unit
3401 Carl Sandburg Court
Raleigh, North Carolina 27610
[phone]
hqp://www.ncdot.orgLit/W
Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. Thus, all mine and reclamation maps
must denote those activities that are intended to be conducted during the life of the mining permit.
All maps must be of a scale sufficient (see minimum requirements listed below) to clearly illustrate the
following, at a minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine tract, names of owners of record of tracts adjoining these tracts, that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
-3-

APPLICATION FOR A MINING PERMIT
p. Names of owners of record, both public and private, of all tracts of land that are adoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river, or
other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners of record of
tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be
provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or less
and is not designated as an Interstate Highway.
q. Map legend:
1. Name of applicant
2. Name of mule
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE
MAP SCALE
0-49 Acres
1 inch = 50 feet
50-199 Acres
1 inch = 100 feet
200+ Acres
1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
—4—

APPLICATION FOR A MINING PERMIT
A table/chart must be provided on the mine map that clearly lists the approximate acreage oftailings/sediment
ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
(in buffers and permitted areas
until those areas are excavated)
Stockpiles
1.0 ac ±
(in buffer and permitted area
until the area is excavated)
Wastepiles
n/a
Processing Area/Haul Roads- BUFFER
4.45 ac
Mine Excavation
54.11 ac
Other
n/a
Total Disturbed Acreage
58.56� ac
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONS✓STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
-5-

APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
1. Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine map(s). Attach additional sheets as needed.
See detailed Construction Sequence on plan sheet CE-S.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (include specific plans for sediment and erosion control for mine
excavation(s), waste piles, access/mine roads and process areas), and give a detailed sequence of
installation and schedule for maintenance of the measures. Locate and label all sediment and erosion
control measures on the mine rnap(s) and provide typical cross-sections/construction details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
See detailed Construction Sequence on plan sheet CE-S and Erosion Control Narrative on sheet CE-
6. For specifications and maintenance requirements of erosion control measures (including, silt
fence, silt fence outlet, temporary diversions, construction entrance, skimmer basins, etc.)
3. a. Will the operat= involve washing the material mined, recycling process water, or other waste water
handling? Yes L No Q. Ifyes, briefly describe all such processes including any chemicals to be used.
b. Will the operation involve discharging fresh or waste water from the mine or plant as a point discharge to
the waters of the State? Yes ❑ No 0. If yes, briefly describe the nature of the discharge and locate
all proposed discharge points (along with their method of stabilization) on your mine inap(s).

APPLICATION FOR A MINING PERMIT
c. Will any part of the proposed mine excavation(s) extend bfj
w the water table? Yes El No ❑.
If yes, do you intend to dewater the excavation(s)? Yes No CQ
If yes, what impact, if any, will mine dewatering have on neighboring wells? Estimated withdrawal rate in
gallons per day: . Locate all existing wells on the mine maps) that lie within
500 feet of the proposed excavation area. Provide data to support any conclusions or statements made,
including any monitoring well data, well construction data and current water withdrawal rates. Indicate
whether the proposed mine locale is served by a public water system or private wells.
Those areas below the SHWT will be excavated during drier summer months when the water table is
lower: The pit will be graded to divert flow to the center of the site where the water will pond until it
seeps into the sand.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or obtained
the appropriate water quality permit(s) (i.e., non -discharge, NPDES, Stormwater, etc.) from the
Stormwater Program. In addition, the applicant is required to register water use with the Division of
Water Resources, Ground Water Management Branch, if the operation withdraws more than 10,000
gallons per day and needs a capacity use permit from the Division of Water Resources, Ground Water
Management Branch, if the operation lies in a capacity use area and withdraws more than 100,000 gallons
per day.
4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ❑ No 0
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the Division
of Air Quality or local governing body.
b. How will dust from stockpiles, haul roads, etc., be controlled?
Temporary haul roads will be watered as needed with water truck.
-7-

APPLICATION FOR A MINING PERMIT
5. a. A buffer will be required between any mining activity and any mining permit boundary or right-of-
way. It may be an unexcavated buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance
within the buffer whatsoever), or a combination of the two, depending upon the site conditions. Note
that all buffers must be located within the mining permit boundaries.
How wide a buffer will be maintained between any mining activity and any mining permit boundary or
right-of-way at this site? A minimum buffer of 25 feet is recommended, although a wider buffer may
be needed depending on site conditions. Show all buffer locations and widths on the mine map(s).
A 25 foot unexcavated buffer will be maintained between the mining permit boundary and
the area of excavation.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be j ustified. Depending on site conditions, a buffer wider than 50 feet maybe
needed.
How wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site? Show all buffer
locations and widths on the mine map(s).
There are no natural watercourses or wetlands within the permitted boundary.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and minimum
3 horizontal to 1 vertical slopes or flatter for sandy material are generally required, unless technical
justification can be provided to allow steeper slopes.
Excavation will occur at 3:1 slopes to maintain slope stability.
we

APPLICATION FOR A MINING PERMIT
b. Provide a cross-section on the mine maps) for all fill slopes (berms, wastepiles, overburden disposal
areas, etc.), clearly indicating the intended side slope gradient, installation of any benches and/or slope
drains (with supporting design information) if needed, and the method of final stabilization.
See sheet CE-5.
c. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross -sections for all cut slopes must be provided on the
mine map(s).
See sheet CE-5.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -sections
of the mine excavation clearly noting the angles of the cut slopes, 1vidths of all safety benches and
mine benches, and the expected maximum depth of the excavation.
n/a
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures on the mine map if they are within 300 feet of any proposed excavation.
A 4 foot high chain -link fence with gate tivill be maintained along the perimeter of the permit
boundary along the existing gravel access road at NC 581. The remaining perimeter of the permit
boundary is adjacent to wooded areas or topography that restricts access. The 58.66 acres is
surrounded by the larger 191.53 acres owned by Lane Farms.
There are no houses Wthin 300 feet of any proposed excavation, in fact, the nearest residence is
more than 1, 800 feet (% mile) from the permit boundary. The nearest sir ticture is located more than
600 feet from the permitted boundary, and are shelters for the shooting range also located on the
191.53 acres owned by Lane Farms. The existing 5-acre shooting range is separated from the mine
by several existing beans, wooded areas and the proposed chain -link fence along the access road.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area and
when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder barriers
may be acceptable high wall barricades. A construction detail/cross-section and location of each type of
barricade to be used must be indicated on the mine map(s).
See response to 4 7 and plan sheet CE-5.

APPLICATION FOR A MINING PERMIT
Are acid producing minerals or soils present? Yes ❑ No Q
If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
10. a. Describe specific plans (including a schedule of implementation) for screening the operation from
public view such as maintaining or planting trees, bushes or other vegetation, building berms or other
measures. Show the location of all visual screening on the mine maps) and provide cross -sections
through all proposed beaus or proposed spacing, sizes and species for tree plantings.
Much of the site is screened from public vieiv by existing tivoods. A proposed 4' fence will be
installed prior to operation along the existing gravel drive along NC 581.
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
There are no publicly owned parks, forests or recreation areas within sight of the mining operation
that ►mould be adversely affected by the sand pit. The mine u4/1 operate during daylight hours,
preventing a noise nuisance.
11. Will explosives be used? Yes ❑ No El.
If yes, specify the types of explosive(s) and describe what precaution(s) will be used to prevent physical
hazard to persons or neighboring property from flying rocks or excessive air blasts or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be required
on the blasting program (such as a third -party blasting study). Locate the nearest offsite occupied
structures to the proposed excavations) on the mine map and indicate its approximate distance to the
�) p p
propose excavation.
12. Will fuel tanks, solvents, or other chemical reagents. be stored on -site? Yes ❑ No Q.
If yes, describe these materials, holy they ivill be stored and method of containment in case of spill. Indicate
the location(s) of all storage facilities on the mine map(s).
-10-

APPLICATION FOR A MINING PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate the
sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and must correspond directly with the information
provided on the mine map(s). In addition, design information, including typical cross -sections, of any
permanent channels to be constructed as part of the reclamation plan and the location(s) of all permanent
channels must be indicated on the reclamation map.
Temporary skimmer sediment basins and temporary diversions will be removed according to the
Construction Sequence on sheet CE-S. The reclamation process ivill include maintaining grassed
vegetation along the buffer area as described in section D-7 of this application. The bottom of the
mining pit will fill with silt and organic detritus over time and hold 1vater to a depth of at least S
feet. The fence installed along the southern perimeter of the permit boundary ivill remain as a
permanent barricade.
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes CQ No ❑.
If yes, illustrate the location of the body(s) of tivater on the reclamation map and provide a scaled
cross -sections) through the proposed body(s) of hater. The minimum water depth must be at least 4 feet,
measured from the normal low water table elevation, unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the booy(s) of water be stocked with fish? Yes ❑ No Q
If yes, specify species.
Minimum water depth ivill be at least S feet. See sheet CE-S.
3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing, large boulders placed end -to -end, etc. Construction details and locations of all permanent
barricades must be shoo n on the reclamation map.
The fence installed along the southern perimeter of the permit boundary ivill remain as a permanent
barricade. See sheet CE-2.
-11-

APPLICATION FOR A MINING PERMIT
Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine waste
areas, including specifications for benching and sloping. Final cross -sections and locations for such
areas must be provided on the reclamation map.
No mine waste is planned for this site. A temporary stockpile of topsoil excavation will be located
along the buffer of permit boundary as shown on sheets CE-? and CE-3.
5. a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
No processing facilities or stockpiles are proposed. Temporaty roadway ramps used to access the
excavation area and portions of existing faun paths within the excavation limits will be consumed by
mining. With the exception of the existing gravel access drive along NC 581 (located outside the
permit boundary), no on -site roadways will remain upon completion of mining operations.
b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No El
If yes, identify such roadways on the reclamation trap and provide details on permanent road and ditch
line stabilization.
G. Describe the method of control of contaminants and disposal of scrap metal, junk machinery, cables, or
other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.)
No off -site Qenerated waste shall be disposed of on the mine site without prior written approval
from the NC Department of Environmental Quality, Division of Energy, Mineral, and Land
Resources and either the Division of Waste Management (DWM) or local governing body. If a
disposal per m t has been issued by DWM for the site, a copy of said permit must be attached to
this application. All temporary and permanent refuse disposal areas must be clearly delineated on the
mine maps) and reclamation map, along with a list of items to be disposed in said areas.
Waste products and mine refuse will be hauled off -site to a permitted disposal facility.
—12—

APPLICATION FOR A MINING PERMIT
7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for -year-round seedingincluding the time of seeding and the amount and type of
seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding instructions
for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is not
acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the NC Forest Service, Department of Agriculture and Consumer
Services;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the NC Forest Service, Department of Agriculture and
Consumer Services;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
See .Seeding Specifications in Erosion Control Narrative on plan sheet CE-8.
-13-

APPLICATION FOR A MINING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following bond calculation worksheet is to be used to establish an appropriate bond (based upon a range
of $500 to $5, 000 per affected acre) . for each permitted mine site based upon the acreage approved by the
Department to be affected during the life of the miningpermit. Please insert the approximate acreage, for each
aspect of the mining operation, that you intend to affect dude the he life of this mining permit (in addition,
lease insert the aDprWriale reclamation cost/acre for each ca=oiy from the Schedule o Reclamation Costs
rowded with this application form OR you can defer to the Department to calculate vour bond for you based
upon your maps and standard reclamation costs:
AFFECTED RECLAMATION RECLAMATION
CATEGORY ACREAGE COST/ACRE* COST
Tailings/Sediment Ponds:
0 Ac.
X
$
/Ac. _
$
Stockpiles:
0 Ac..
X
$
/Ac. _
$
Wastepiles:
0 Ac.
X
$
/Ac. _
$
Processing Area/Haul Roads:
4.45 Ac.
X
$
500 /Ac. _
$ 2,226.10
Mine Excavation:
54.11 Ac.
X
$
500 /Ac. _
$ 27,055.00
Other:
Ac.
X
$
/Ac. _
$
TOTAL AFFECTED AC.:
58.56 Ac.
(TOTAL PERMITTED AC.:
58.56 Ac.)
Temporary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will be
needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
a) Internal Drainage 54.11 Ac.
b) Positive Drainage n/a Ac. X $1,500.00 = $ 0
SUBTOTAL COST: $ 29,281.10
Inflation Factor:
0.02 X SUBTOTAL COST: $ 585.62 X Permit Life Provided by Applicant (Life of the Mining Operation
or Life of Lease from Public Entity (in Years)): 20
INFLATION COST: $ 11,712.44
Total Reclamation Bond Cost: $ 40,900
(round down to the nearest $100.00)
(NOTE: The reclamation bond cannot exceed $1 million per GS 74-54)
-14-

APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor
of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river,
or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is if another means of notice is approved in advance by
the Director, Division of Energy, Mineral, and Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete.
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA, AS
REQUIRED BY NCGS 74-50(bl).
SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
-15-

NOTICE n c `i f n F
Pursuant to provisions G.S. 74-50(bl) of The Mining Act of 1971, Notice is hereby given that
Lane Farm Inc has applied on 2/11/20 (Applicant Name) (Date)
to the Division of Energy, Mineral, and Land Resources, North Carolina Department of Environmental Quality,
1612 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one):
El a new surface mining permit,
❑ a modification of an existing surface mining permit to add land to the permitted area; or
❑ a modification of an existing surface mining permit to add land to the permitted area with no disturbance in
the area proposed. Please note that future modification(s) may be submitted by the applicant to allow
disturbance within this area without re -notification of adjoining landowners.
The applicant proposes to mine sand on 58.56 acres located aDroximately 2 miles
(Mineral, Ore) (Number) (Miles)
southeast of Goldsboro off NC 5811 Bill Lane Blvd
(Direction) (Nearest Town)
in— Wayne County. (Number/Name)
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND
CORRESPONDING ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50(bl), the mine operator is required to make a reasonable effort, satisfactory to the
Department, to notify all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all
owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary). In addition, the mine operator must also notify the chief administrative officer of the county or municipality in
which any part of the permitted area is located. Any person may file written comment(s) to the Department at the above
address within thirty (30) days of the issuance of this Notice or the filing of the application for a permit, whichever is
later. Should the Department determine that a significant public interest exists relative to G.S. 74-51, a public hearing will
be held within 60 days of the end of the 30-day comment period specified above.
A copy of the permit application materials is on file and available for public review during normal business hours at the
above listed address as well as at the appropriate regional office. For information reeardine the specifics of the
proposed minim activity please contact the applicant at the follow in telephone number 979 7341245 For
information on the mining permit application review process, please contact the Mining Program staff at (919) 707-9 For
Please note that the Denartment wai :ae. _,__.__. _
Mining Act of 1971 throuehout the application review process until a final decis on is made on4the application
Addressee/ Owner of Record
Applicant
Bonnie Smith Gray
AM: Bill Lane
481 Parkstown Rd.
P.O. Box 1179
La Grange, NC 28551-7575
Goldsboro, NC27533
919.734.1245
Date Of Issuance of this Notice- 2/18/2020

gaw(im )
GOLF CLUB
1`
2/18/2020
Bonnie Smith Gray
481 Parkstown Rd.
La Grange, NC 28551-7575
RE: NOTIFICATION TO ADJACENT LANDOWNERS
Proposed Sand Pit Mine
2253 Bill Lane Blvd./NC Hwy 581
Dear Sir/Madam:
As you can see from the enclosed documents, Lane Farms is planning to construct a new sand
pit mine at 2253 Bill Lane Boulevard (NC Hwy 581), which is next to the property on which S.T.
Wooten operates an existing sand mine. As part of the permitting process, North Carolina
Department of Environmental Quality (NCDEQ) requires a formal notification to all landowner
within one thousand feet of the permit boundary. All mining operations will be conducted in
compliance with the requirements of NCDEQ and the North Carolina Mining Act.
Please feel free to contact Bill Lane at 919-738-9150 if you have any questions or concerns.
Sincerely,
William D. Lane
Lane Farms, Inc
P.O. Box 1179 - Goldsboro, North Carolina 27533
[phone] (Office) - [phone] (Pro Shop) - [phone] (Fax)

g'�opyright 2011 Appian Consulting Engineers, IF,& these Drawings have been prepareD as instruments or serv,ce for a perticuiar site or ourmng
t ano remains me property or the rngineer ror use unaer n.s Supt*WleIar{- Iva FC{a{iJuur:,{uIl W. vu = N..
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Bill Lane Pit
Adjoining Parcels
Parcels within 1,000 ft of proposed permit boundary
`Mailing address is the same as home address unless otherwise noted
1. BONNIE SMITH GRAY
481 PARKSCOWN RD -
LA GRANGE, N.C., 28551-7575
PIN: 3517442153
Deed Book 1769 Page 932
Acres: 10.57
2. DANIELSCOTT GRAY
481 PARKSTOWN RD
LA GRANGE, N.C., 28551-7575
PIN: 3517435763
Deed Book 2666 Page 185
Acres: 12.55
3. ANTHONY W GRADY HEIRS
605 OLD NC HIGHWAY 111
GOLDSBORO, N.C., 27534-6856
PIN:3 37459
De 'book 2802 Page 453
Ac s: 2.2
4. MOYE FAMILY FARMS LLC
306 GLEN -OAK DR
GOLDSBORO, N.C., 27534-1708
PIN: 3517530467
Deed Book 3148 Page 517
Acres: 9,62
5. JAMES PRESTON DALY
560 OLD NCHWY 111
GOLDSBORO, N.C., 27534-6857
PIN: 3517538518
Deed Book 943 Page 346
Acres: 43.65
.-
6. JEFFREY LEROLYN WALKER
516 SPRIN ANK RD
GOLDSBORO, N.C., 27534-6889
PIN: 3517518443
Deed
ok 3116 Page 64
Acre 56
7. JEFFREY LEE BROLYN WALKER
516 SPRINGS AN
RD
GOLDSBORO, N.C., 27534-6889
PIN:3517515228
Deed Book 3116 Page 67
Acres: 3.99
8. GEORGE E NZYEJR
238 SPRING -BANK RD
GOLDSBORO, N.C., 27534-6883
PIN: 3517504993
Deed Book 640 Page 266
Acres: 13.76
9. STATE OF NORTFLOIAOUNA
STATE PROPERTY OFFICE
116 WJ ES ST,
RAL C., 27603-1300
PIN• 7406757
Dq Book 1706 Page 767
Acres: 1,27
10, THOMASG BEST
2390 NC HWY 111 SOUTH
GOLDSBORO, N.C., 27534.6959
PIN: 3516499294
Deed Book 924 Page 99 1
Acres: 54.75
11. JOHNNIE HICKS CASEY
600 HANDLEY ACRES DR
GOLDSBORO, N.C„ 27534-1704
PIN: 3516295598
Deed Book 2049 Page 30
Acres: 135.0
12. CRG FARMS INC
750 RACETRACK ROAD
LAGRANGE, N.C., 28551-0000
PIN: 3517145473
Deed Book 3415 Page 854
Acres: 130.0
13. JAMESI LAUGHLIN
212 RIFLE RANGE RD
GOLDSBORO, N.C., 27534-6309
PIN: 3517246504
Deed Book 155E Page 803
Acres: 30.84
14. BONNIE SM GRAY
481P WIN RD,
LA G E, N.C., 28551-7575
PIN: 344314
Dee ok 1769 Page 932
Acres: 6.06
15. CARL SHEL AVIS ETAL,
1771 M DWARDS RD
GO R0, N.C., 27534-8574
PI 17349312
D Book 2669 Page 2062,
Acres: 8.84
16. JEFFREY LEE & CAROLYN WALKER
516 SPRINGS BANK RD
GOLDSBORO. N.C., 27534-6889
PIN: 3517507932
Deed Book 3116 Page 67
Acres: 0.71

AFFIDAVIT OF NOTIFICATION
I, William D. Lane an applicant, or an agent, or employee of an applicant, for a new
Mining Permit, or a modification of an existing Mining Permit to add land to the permitted area, from the
N.C. Department of Environmental Quality, being first duly sworn, do hereby attest that the following are
all known owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary (including, where an adjoining tract is owned or leased by the applicant or is owned by
the lessor of the mine tract, all owners of record of tracts adjoining these tracts, that are within 1,000 feet
of the mining permit boundary) and that notice of the pending application has been caused to be mailed,
by certified or registered mail, return receipt requested, to said owners of record at their addresses shown
below, such notice being given on a form provided by the Department:
See attached list, `Bill Lane Pit Adjoining Parcels, "for owners of record of adjoining tracts.
I do also attest that the following individual is the chief administrative officer of the county or
municipality in which any part of the permitted area is located and that notice of the pending application
has been caused to be mailed, by certified or registered mail, return receipt requested, to said office at the
following address:
Craig Honeycutt, County Manager, Wayne County 224 E. Walnut Street. Goldsboro, NC 27530
The above attestation was made by me while under oath to provide proof satisfactory to the Department
that a reasonable effort has been made to notify all known owners of record, both public and private, of all
tracts of land that are adjoining the mining permit boundary (including, where an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts
adjoining these tracts, that are within 1,000 feet of the mining permit boundary) and the chief
administrative officer of the county or municipality in which any part of the permitted area is located in
compliance with N.C.G.S. 74-50(bl) and 15A NCAC 5B .0004(d). I understand that it is the
responsibility of the applicant to retain the receipts of mailing showing that the above notices were caused
to be mailed and to provide them to the Department upon request.
Signature of Applicant Date
a Notary Public of the County of l L nug m
State of North Carolina, do hereby certify that n . 6.awg
appeared before me this day and under oath acknowledged that the above Affidavit was made by him/her.
%YAo,AERtB,'o''�i�
AJBVAO
day of 20_gD.
MY
Commission expires: tAML. l 20� 27

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APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands
or operation during regular business hours for the purpose of making necessary field inspections or investigations as
may be reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59.
LANDOWNER:
Print Name: William D. Lane. President
(Title, if applicable)
Company Lane Farms. Inc.
(If applicable)
Address: P.O. Box 1179
Goldsboro, NC 27533
Telephone: ( 919) 734-1245
Date Signed: 3' )2 V a o
APPLICANT:
Signature:* bl, oa'x-�
Print Name: William D. Lane
Title: President
Company: Lane Farms, Inc.
Mine Name: Bill Lane Pit
Telephone: ( 919) 734-1245
Date Signed: 3 — ;Z of O 2 d
*Signature must be the same as the individual who signed Page 1 of this application.
One original and five (5) comes of the completed application, six (6) copies of all location mans mine maps
and reclamation maps, and the appropriate processing fee (see next page for fee schedule) in the form a check
or money order payable to the North Carolina Department of Environmental Quality must be sent to the
Raleigh Central Office at the address listed on the front cover of this application form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staffat (919)
707-9220.
of 'a

SITE CALCULATIONS
BILL LANE SAND PIT
Goldsboro, NC (Wayne County)
ACE J N: 19-089
RECEIVED
MAR 2 3 2020
LAND QUALITY
MINING PROGRAM
,Soil I t u It
.CAR0
SAL
2 959
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CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
P.O. Box 7966 . Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
www.appianengineers.com

TABLE OF CONTENTS
Site Calculations
Maps:
Runoff Map
Aerial Map: Wayne County GIS
USGS Map
NRCS Soils Map
Calculations
Skimmer Sediment Basin Calculations
Ditch Liner Calculations
Runoff Coefficients
NOAA Rainfall Data
Deed/ Owner Information
Deed Book 1068/ Page 707
Business Corporation Annual Report: Lane Farms, Inc.

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MAPS

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Soil Map —Wayne County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (Aol)
g
Spoil Area
The soil surveys that comprise your AOI were mapped at
E]
Area of Interest (AOI)
Q
stony Spot
nY
1:20,000.
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Q
Soil Map Unit Polygons
Wet spot
Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
®
Soil Map Unit Points
D
Other
line placement. The maps do not show the small areas of
On
Special Line Features
contrasting soils that could have been shown at a more detailed
Special
Point Features
scale.
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
Borrow Pit
measurements.
Transportation
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
0
Closed Depression
444
Web Soil Survey URL:
vy
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit.
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
A
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
A.
Lava Lava Flow
accurate calculations of distance or area are required.
Marsh or swamp
®
Aerial Photography
This product is generated from the USDA -MRCS certified data as
of the version date(s) listed below.
r+
Mine or Quarry
Soil Survey Area: Wayne County, North Carolina
Miscellaneous water
Survey Area Data: Version 17, Sep 16, 2019
Perennial Water
Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Mar 7, 2015—Oct 26,
2017
°.•
• •
Sandy Spot
The orthophoto or other base map on which the soil litres were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
p
Slide or Slip
Sodic Spot
USr'" Natural Resources Web Soil Survey 1/20/2020
9■ Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Wayne County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Ch
Chewacla loam
75.8
21.8°%
CrC2
Craven sandy loam, 6 to 10
percent slopes, eroded
(Gritney)
2.9
0.8°%
Dr
Dragston loamy sand
7.9
2.3°%
GoA
{
Goldsboro loamy sand, 0 to 2
percent slopes, Souther
Coastal Plain
6.4
1.9°%
,
KaA
Kalmia loamy sand, 0 to 2
percent slopes
18.3
5.3°%
Kn
IGnston loam
36.6
10.5°%
La
Lakeland sand
3.1
0.9°%
Le
Leaf loam
21.1
6.1 °%
Lv _
Lumbee sandy loam
4.3
1.2°%
Ly
Lynchburg sandy loam, 0 to 2
percent slopes
6.8
1.9°%
Na
Nahunta very fine sandy loam
26.3
7.6°%
Tr
Troup sand
69.1
19.9°%
W
Water
27.0
7.8°%
WhA
Wickham loamy sand, 0 to 2
percent slopes
16.1
4.6°%
WkB2
Wickham sandy loam, 2 to 6
percent slopes, eroded
26.0
7.5°%
Totals for Area of Interest
347.7
100.0%
USDA Natural Resources Web Soil Survey 1/20/2020
210Conservation Service National Cooperative Soil Survey Page 3 of 3

Bill Lane Pit mm
CALCULATIONS

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #1
#:;;7:,',4,4�,3 Disturbed Area (Acres)
All Peak Flow from 1 0-year Storm (cfs)
1`32,19. , .741 Required Volume ft3
41169,� Required Surface Area ft2
5'f7', Suggested Width ft
91,' 'Suggested Length ft
�0,0 Trial Top Width at Spillway Invert ft
6
Al 2.90 Trial Top Length at Spillway Invert ft
2v�,
- "Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade)
Bottom Width ft
4", 8 Bottom Length ft
-04.1 Bottom Area ft2
OM, Meag,ure.,�,Selection.,!,,Sheet,,-�
INFQRMATION;.'FR.
IDo Not Use
Okay
- 8 Volume ft'
.11.5,04. Actual
�Okay-
-',720,6; Actual Surface If
Okay
Ski6 it6t
Trial Weir Length ft
b-
Trial Depth of Flow ft
US
Spillway Capacity cfs
Okay
r-
Skimmer Size (inches)
2,Q Head on
Skimmer (feet)
Orifice Size (1/4 inch increments)
-.3: r1R4 Dewatering Time (days)
Suggest about 3 days
age
Temporary Sediment Trap
Skimmer Sediment Basin
Temporary Sediment Basin
7.34 Disturbed Area (Acres)
12.83 Peak Flow from 1 0-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
9.38 acres
12.83 cfs, 10yr

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #2
'Do Nod Use.
196:8i Disturbed Area (Acres)
9'44'[ Peak Flow from 10-year Storm (cfs)
18354;24 Required Volume ft3
4532, Required Surface Area ft2
47 6 Suggested Width ft
'95 2` Suggested Length ft
` `<6�OTrial Top Width at Spillway Invert ft
4'12O Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade)
�48': Bottom Width ft
.108`; Bottom Length ft
5184; Bottom Area ft2
18504=;Actual Volume ft .Okay
7200'Actual Surface Area if Okay -
Trial r;. 1 Trial Weir Length ft
O Trial Depth of Flow ft
15 94. Spillway Capacity cfs
i wr 'FaAi` �Skimmer Size (inches)
Head on Skimmer (feet)
2 ,,Orr Orifice Size (1/4 inch increments)
3 1`4 Dewatering Time (days)
Suggest about 3 days
SkimrnerSize.
Okay_
s`>y
,
�-..8
6
iZ
INFORMATION FROM,'Measure,Selection".Sheet:
10.20 Total Drainage Area
Do Not Use Temporary Sediment Trap
Do Not Use Skimmer Sediment Basin
Okay Temporary Sediment Basin
10.20 Disturbed Area (Acres)
13.94 Peak Flow from 10-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
10.20 acres
13.94 cfs, 10yr

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #3
$, V-6 - I .- ­., , " .
Disturbed Area (Acres)
Peak Flow from I 0-year Storm (cfs)
.4.,8533,62., Required Volume ft3
4576h Required Surface Area ft2
0"a Suggested Width ft
Suggested Length ft
Trial Top Width at Spillway Invert ft
Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade)
--,,,46 Bottom Width ft
-Bottom Length ft
-�-2 ,487.6 Bottom Area
ft
Volume ft3 Okay
Actual Surface Area W Okay
Trial Weir Length ft
Trial Depth of Flow ft
`Spillway Capacity cfs
Skimmer Size (inches)
Head on Skimmer (feet)
Orifice Size (1/4 inch increments)
Dewatering Time (days)
Suggest about 3 days
-Okay 2
_3
A
INFORMATION FROM "Meiasu'reSeli5ddfi'._SheL
10.30 Total Drainage Area
Do Not Use Temporary Sediment Trap
Do Not Use Skimmer Sediment Basin
Okay Temporary Sediment Basin
10.30 Disturbed Area (Acres)
14.08 Peak Flow from 1 0-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
10.30 acres
14.08 cfs, 10yr

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #4
Do Not Use
ry Disturbed Area (Acres)
16584'08 Peak Flow from 10-year Storm (cfs)
.2182914 Required Volume ft3
5390,Required Surface Area ft2
51 9 Suggested Width ft
'I� 'S.-. Suggested Length ft
�74Q7 Trial Top Width at Spillway Invert ft
01, Trial Top Length at Spillway Invert ft
2Trial Side Slope Ratio Z:1
Trial Depth ft (2 to 3.5 feet above grade)
58 Bottom Width ft
1'0.8:� Bottom Length ft
6264=Bottom Area ft2
21924Actual Volume ft3 Okay
8400: Actual Surface Area if :Okay
r
[8Trial Weir Length ft
f" `'OFTrial Depth of Flow ft
1,9Y 1 Spillway Capacity cfs
R,�4`ti3 Skimmer Size (inches)
Head on Skimmer (feet)
y" r25a Orifice Size (1 /4 inch increments)
3 02 Dewatering Time (days)
Suggest about 3 days
Okay..__::
-�-]NFORMATfON_'FROM,.'Measure Selection";:Sheet
12.13 Total Drainage Area
Do Not Use Temporary Sediment Trap
Do Not Use Skimmer Sediment Basin
Okay Temporary Sediment Basin
12.13 Disturbed Area (Acres)
16.58 Peak Flow from 10-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
12.13 acres
16.58 cfs, 10yr

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #5
Do��No`t Use
Disturbed Area (Acres)
Peak Flow from 10-year Storm (cfs)
209U6 1f Required Volume ft3
54,07 Required Surface Area ft
52�j0 Suggested Width ft
1040' Suggested Length ft
~� O Trial Top Width at Spillway Invert ftTrial Top Length at Spillway Invert ft
r
.'s 2 Trial Side Slope Ratio Z:1
3 Trial Depth ft (2 to 3.5 feet above grade)
Bottom Width ft
L108 Bottom Length ft
r
3fi26`4, Bottom Area ut
a;
Y 2'I92,.Actual Volume ft' Okay,
```8.400+=Actual Surface Area ftz Qkay
` "r`a.8'Trial Weir Length ft
"0,Y5Jrial Depth of Flow ft
Spillway Capacity cfs
Skimmer Size (inches)
Head on Skimmer (feet)
Orifice Size (1/4 inch increments)
Dewatering Time (days)
Suggest about 3 days
Okay
.17 Total Drainage
Do Not Use Temporary Sediment Trap
Do Not Use Skimmer Sediment Basin
Okay Temporary Sediment Basin
11.61 Disturbed Area (Acres) .
16.64 Peak Flow from 10-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
12.17 acres
16.64 cfs, 10yr

Project Name: Bill Lane Pit
Designer: K. A. Williams
Date: 2/12/2020
Skimmer Basin #6
'Dos`No'tiUse
Disturbed Area (Acres)
Peak Flow from 10-year Storm (cfs)
~12559�86 Required Volume ft3
4690 Required Surface Area ft
Suggested Width ft
Suggested Length ft
O Trial Top Width at Spillway Invert ft
Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio Z:1
INFORMATION FROM `"Measure` SeI b6h" St `eet
10.55 Total Drainage Area
Do Not Use Temporary Sediment Trap
Do Not Use Skimmer Sediment Basin
Okay Temporary Sediment Basin
6.98 Disturbed Area (Acres)
14.43 Peak Flow from 10-year Storm (cfs)
5.47 (in/hr, Q10)
0.25 c
10.55 acres
14.43 cfs, 10yr
rial Depth ft
(2 to 3.5 feet above grade)
36; Bottom Width ft
86 Bottom Length ft
30,96 Bottom Area ft2
14054:.Actual Volume ft3
Okay
SOOO�Actual Surface Area ftt
Okay
Skin mer°Size;
1.51Trial Weir Length ft
(Ihche)f
.5 Trial Depth of Flow ft
5 9 Spillway Capacity cfs
Okay
I "i:2
Skimmer Size (inches)
616 Head on Skimmer (feet)
Orifice Size (1 /4 inch increments)
Dewatering Time (days)
Suggest about 3 days

DlTC�H LINER C4LCULATIQIVS ot�n in Tinto sK1 i .r r `„ y f z5 y
S = ` .
O.00So .'ft/ft `
Sc =
D =
1 00: ft
Dc =
Coo =
fi 73 cfs
Vc =
L = ..
250 eft
(n
V =
2:26'#ps
DA =
TT in Channel = 1845 MIN
Tractive Force= 0.31 psf
0.0259 ft/ft
VEE Channel
0.79 ` ft
Bottom Width = O ft-
3.57 fps
Left Side Slope = 3 :1
0.035` }
Right Side Slope = 3 :1
4.69 ac
l (inlhr) = 5.74 Rational C= 0.25
A temporary lining is needed. Use Excelsior Curlex Low Velocity- Blanket
Roll out lining parallel to the direction of flow and over the protective mulch and
seed bed. Anchor and bury the upstream end in a 6-inch trench and tamp firmly.
Join adjacent ends by an 18 inch overlap and staple. Staple the lining 12 inches
o.c. across the top end and every 3 feet around the edges and bottom.
Side laps are to be 3 inches minimum and stapled together. Staple each strip
idown the center at 3 feet. Do not stretch the net when appling staples.
1.00 ft
1 1 0.79 ft
Vee Ditch w/Lining
ft
t _ t z ►i—
ft
Appian Consulting Engineers, P.A.
P.O. Box 7966, Rocky Mount, NC 27804
ft
ft ft
ft
Tel: [phone] / Fax: [phone] �---
[e-mail]
www.appianengineers.com
er uaiculation

- Ditch ID: TD to SK2 bk4f ` r�
DITCH L1NER CaL,CULATIONS
_. .Protect. BllL-aneSand.Pit
S = 0.50%'ft/ft
Sc =
0.0257 ft/ft .
D = 1.0.3 ft
Dc =
0'.82 ft
Qio =' 7.32 cfs
Vc =
.-63 fps
L = 450 ft
(n =
0.035 )
V = 2.31 fps
DA =
5.10 ac
TT in Channel = 3.253 MIN
Tractive Force= 0:32 psf
VEE Channel
Bottom Width = 0 ft
Left Side Slope = 3 :1
Right Side Slope = 3 .:1
1(in/hr) = 5.74 Rational C= 0.25
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
9
1.03 ft
1 1 1.50 ft
3 3 {
Vee Ditch
ft
Imo--- ft
Appian Consulting Engineers, P.A.
P.O. Box 7966, Rocky Mount, NC 27804
ft
ft ft
ft
Tel: [phone] / Fax: [phone]
[e-mail]
www.appianengineers.com
�r�r�rlr
aaao
ner uaicuiation.xis Gopyng

DITCH LINER C,A�LCULATIONS Ditdh D TD to SK3
--
- Pro edt: ENII Lane:Sand Pit
Date,:. /1�0/2020 q er UW/dcr
_.__._... _ Desi_ n
S = 0.50% ft/ft
Sc =
0.0256 ft/ft
D = 1.03 ft
Dc =
0.82 ft
Q10 = 7.39 cfs
Vc =
3.64 fps
L = 600 ft
(n =
0.035)
V = 2.31 fps
DA =
5.15 ac
TT in Channel = 4.327 MIN
Tractive Force= 0.32 psf
VEE Channel
Bottom Width = 0 ft
Left Side Slope = 3 :1
Right Side Slope = 3 :1
1 #n/hr) = 5.74 Ratlonal C= 0.25
E) GL E)
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
9
IN
1.03 ft
1 L3_
1.50 ft
3 j
Vee Ditch
4ppian Consulting Engineers, P.A.
P.O. Box 7966, Rocky Mount, NC 27804
ft
ft ft
ft
Tel: [phone] Fax: [phone]
[e-mail] �� n r
MR
www.appianengineers.com
ner L;alculation.x

.DITCH LINER C�4L'CULATIONS Dinh ID -rD f c
Pro ect. Bi11-Lane.Sand
Date. Designer: kaw/dcr
S =
0.50% ft/ft
Sc =
D = .
1:10.:ft
Dc =
Qlo = :
8.70 cfs
Vc =
L =
650 :
(n =
V = ',
2.41 ;fps
oA =
TT in Channel = 4.500 MIN
Tractive Force= '0.34 psf "
0.0251 ft/ft
VEE Channel
0.88 ft
Bottom Width = Oft
3.76 fps
Left Side Slope = 3 :1
0.035)
Right Side Slope = 3 :1 .
6.06 ac
1(in/hr) = 5.74 Rational C= 0.25
mt�:
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
9
�7 1.10 ft
1 : : ' 1 1.50 ft
3 3
Vee Ditch
ft
ft
)plan Consulting Engineers, P.A.
O. Box 7966, Rocky Mount, NC 27804
k
ft ft
oil ft
Tel: [phone] Fax: [phone]
[e-mail] 1 rl rlrl�
www.appianengineers.com
DMFRI
on.xis

DITCfI L/N'R CALCULATIONS °it�n I° r°'to sK
Pro`ect BiII-,Lane Sand Pit.,`
Date' „31Ii0/020 z Designer: kaw/.dcr
S =
0:50%ft/ft
Sc =
D =
1:43 ft.
Dc =
Q10 =
17.46 cfs
Vc =
L =
- 600 ft
(n =
V =
2.87 ,fps
DA =
TT in Channel =
3490 MIN
Tractive Force=
0.44 psf
0.0229 ft/ft
VEE Channel
1.16 ft
Bottom Width = 0 ft
4.32 fps
Left Side Slope = 3 :1
0.035)
Right Side Slope = 3 :1
12.17 ac
1 OrVhr) = 5.74 Rational C= 0.25
E) GL E)
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
12
1.43 ft
- 7
1 1 2.00 ft
3 3
Vee Ditch
ft
Imo— ft
Appian Consulting Engineers, P.A.
P.O. Box 7966, Rocky Mount, NC 27804
n
h ft
ft
Tel: [phone] / Fax: [phone]
[e-mail] 9n n r
oaoo
vwmappianengineers.com
ner c:aicu

-D1 TCN LINER CAL CULA TI �NS °it�h'° TD ,to SK6 ` ;,2;'"
-
Pro'ect. Bill �Lan'e'Sand Fi
Date: ;3/i10I2020 q kaw/dcr
Desi ner:
S = 050% ft/ft
Sc =
0.0255 ft/ft
D = 1.04 ft
Dc =
0.83 ft
Q10 = 7.57 cfs
Vc =
3.66 fps
L = 650 ft
(n =
0.035)
V = 2.33 fps
DA =
5.28 ac
TT in Channel = 4:659 MIN
Tractive Force= 0.:33 psf
VEE Channel
Bottom Width = 0 ft
Left Side Slope = 3 :1
Right Side Slope = 3 :1
1(h1hr) = 5.74 Rational C= 0.25
EOGLE)
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
9
1.04 ft
1 1 1.5 0 ft t3 Z3 �
Vee Ditch
ft
Imo-- ft ---►1
4ppian Consulting Engineers, P.A.
P.O. Box 7966, Rocky Mount, NC 27804
ft
ft ft
ft
Tel: [phone] / Fax: [phone]
[e-mail]
mm.appia nenginee rs.com
1rir1rlr
9 ra-1 © [91
er L;aicuiatlon.xls
9
ev.

3/12/2020
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3�„
Location name: Goldsboro, North Carolina, USA"
Latitude: 35.34730, Longitude:-78.00i
Elevation: 66.96 frm `scue: ESRI Maps 'a� ,�
"source: IJSGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Sonnin, D Martin, e. Lin, T Pareybok, M.Yekta, and G- Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF grgphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average recurrence interval (years)
Duration
10
25
50
100
200
500
1000
-trlln 6
0.41 0488
0.480-0569
0.549-0650
0.61160731
0.688-0,S19
0.745-0.890
0.7978-0957
08 46L02
0.9041.10)
0.9548.18
-11
10in10
0.655-0779)
0.768-0909
0.8805704
0.986-6.17
1.104030
1.193142
1.274052
1.3449.62
1.43-61175
1. 01086
1.65
1.77
1.88
2.02
2.14
16-min
0.892
0.818-0973
1.05
0.966-114
1.21
1.11-1.32
1.36
1.25-1.48
1.62
1.39-1.65
(150-1.80) 1
(1,60-1.92
1.69-2.05)
1.80-2.20)
1.89-2.3
30-min
(1.122234)
(1.3.4058)
(t58 1287
(1.BL2.14)
2.06 2045)
(2. 6 2070)
(2A 5.2.94)
2.64-3.19)
2. 63.50)
3. 53078)
6D-min
IF 3.00
3.3874,06
3.704.47)
4.141-5.02
4.465551
1.405266
1.67--H1298)
2. 32740
2.35--279)
2.74-3.26
3.0733fib
2-hr
3.91-076
4,39-538
4.916305
5.615899)
6.241785
3fir
164198
197237
243-2.93
288-3.47
3-41 -1(3.74-055)
3. 2A.15
48&6.03)
5.5176.86)
9.8.06)
(7. 89318)
1742A3)
(2. 02054)
(Z60-3.16)
(3: 0-3.76)
4.31528)
(6.
6-hr
5. 28031
6.696033
7.789.83
8.76--121.3
2 09 2.55
2.52.3.05
3. 23378
3.72-4.51
4.505048
5.205037
12-hr
�3.00
08888
805 2
9.41' 2.1
10.7-14.0)
2IF
(2943,59
3. 6AA9
43 8-5.39
5. 35.58
6. 99769
24-hr
2 82 3737
3.42.4.09
4.415?28
5.26 6732
6.53-7,89
7.61 928
(8. 9g 0.8
101 12s
120-15.4)
13.6-17.9
2-day
2.1)
132-17.0)
(14,9-19.5
(3. 83088)
3.97-4.69)
(5.086..02)
6.01-57.15)
7.408?85
(8.5740A)
(9,85-
(11.2-14.0)
3day
3.76
3.50-4.12
4.57
4.23-4.97
5.82
E376.3
6.88
6.34-7.48
8.47
7.74-9.20)
9.84
8.92-10.7
11.4
(10.2-12.4
13.0
11.6-14.3
15.6
13.5-17.2
17.7
15.2-197
4tlay
3.733.35
4.495425
(5.676.64
7.21
6.667.82
8.079?56)
9.26-121.1
10.5- 2.7
11.9-14.6
1315.8.4)
15179 .9
7-day
4.375.10
5.27 6715)
(6.61 7.73
(7.69 9?02)
(9.24-10.9)
(105-12.5)
(111614.3
132 18&2)
1512-19.0)
(1616-21.4
10day
5-38-1
6A5
7.98
9.24
11.1
12.6
11.6-13.5
14.2
12.9-153
55.9
14.4-17.2
88.4
16.4-20.1
20.6
18.0-225
20-day
5.04-5.78
6.85-7?84
6,04-694
8.187935)
7.468.57
9.93-111.4
8.61-9.92
11 32 13.0 0133-
10.2-11.9
5.4
14?9-17.3
(165- 9.4)
11 20 2.6
20.5-24.8
2223-27.4
30day
8,69-9.72
102-111.6
122--13.8
131615.7
76.0-18.2
171E-20.2
193- 2.4
2121224.E
233527.7)
250-30.2
23.0
25.2
27.4
30.5
32.9
45-day
11.5
10.9-12.2)
13.E
11 (12.9-14.5)
66.1
11 (152-171)
18.1
1 (17.1-92)
20.8
1 19.6-22.2)
215-24.5)
(23.5-269)
(25.4-29-4)11(27.932.8)
(29.935.6)
26.4
28.6
30.8
33.8
36.0
60
13.9
66.3
19.1
21.2
24.1
13.2-14.6
15.5-17.2
18.1 -20.1
201-224
22.825.5
248.279
26.8-303 )
28.7-32.8
31.2-36.1j
33.038.7
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (POS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence Interval. The probability that precipdation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds
are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PIMP values.
Please refer to NOAA Atlas 14 document far more information.
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PF graphical
https:/rhdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html71at=35.3473&Ion=-78.0058&data=depth&units=english&series=pds 114

3/12/2020
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Goldsboro, North Carolina, USA'
Latitude: 35,Longitude:-78.0058°
�a Elevation: 65.96 s j
's-sou e:UMaps
^ source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D Martin, B. Lin, T Parc/bok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF gr3pMcal I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in incheslhour)1 11
Average
recurrence
interval (years)
Duration
1
����������
2
5
10
25
50
100
200
500
1000
414.2
fi�flln
4.925.86
5.765983
6. 9-7980
7.390877
8. 69983
8.94- 0.7
9.56- 11.5
10.2- 2.3
10.8-13.2
11
10-min
3.3?4.67
4.615.45
5.28E425
5.924601
6.58-7?82
7.83
(7.12-8.51
(7. 0913
(8.0599.73
8.57-610.5
9.00- 1.1
15-Olin
3.27 3?89
3.86 405
4.455.27
4: 9.5.92)
60
5.56-8.61
6.017?18
6. 0-7..69
6.7768.18
7.209.79
.54 9533
6.9255)
30-1711n
(2.24�67)
2.67 3916
(3.136t 74)
(3.61-4.29)
4. 2 4190
(4. 3- 1)
4A 5989)
5,27-6.37)
(533-739)
(6
1.52
1.82
2.21
2.57
3.00
3.37
3.74
4.11
4.61
6.05
60�rlln
1.40-1.66)
1.67-1.98
2.6-2.40
2.35-2.79
2.743.26
3A73.fi6
&3&4.06
(3.70-4,47) 11
(4.115.02
4.465.51
2-hI
0.8118-0.992
(OA86-18.18
1.22-81946
1.44-0973)
1.71 290
(1.96-Y.38
22 0.259
2.45302
2.813.49
3.12-3.93)
3•hr
0.5818-0708
(0.70'I-0847
(03695105)
1.031425)
1.24-31952
(t.4381976
(1.63.2.01)
(1.8402.29)
(2.62468)
(2.393.06)
6-hr
0.349-0425
0.421-0509
0.521-0631
0.62160754
0.70.832
0.868-81906
0.988-1.22
1. 2-21739
1305964
1,4611.88
12-hr
0.202-0249)
02440298
0.304-0372
0.3640447
0.40 546
0:0.4-0.638
017-0.387
0.588-0737)
0.6680047
0.7891401
0.885.516
24-ht
toll 7-0$ 41
0.142-0.8171
0.184-0.220
0.2119-0 263
0.272-0 329
0.
0.366-0 452)
04 20-0 527
0.499-0.644
0.567-0 746
2day
o0 01781)
(0.083-0 098)
(0.106-OS 25)
0.125-0.8149)
(0.194-09 4)
(0.10790 216
0.2060 251)
(0.234 0 291)
(0.276-0 353
(0.31113-0 407)
811.0274
3day
0.049 0057
0.059-0069
0075-0.38
0, 0.096104
0.107 0!128
(0.1240149
172
0.141-0.8
0.160--0198
0.1 8-0 239)02
4-day 0.069-0081 0084-0.219 0.9606115 0.110-0133 0.1240.8152 0.144-0.8181 0,160-0207
0.039-0045 0.047-0.055 0.0590.069
U.11
042
7-day 0.026-0030) (00310-0037) 0039-0046 0046-0054) (0.055-0065 (0.062-0074 (0.070.0085) 0,0790096 0. 90-03113) 0.1000,1128)
10day 0. 36-0 041 00430 049 0.048-0 056 00540 064 0.060 0 072 0.068-0 04 0.075-0.94
002 -0 024 0025-0 029 0.031-0036
20day 0.00.016 14--0016 0017-0.019 0.0210.024 0.024-0027 0028-0032 0031-0036 00340040 0038-0045 0.0430052 00460.057
70
30ddy 0.01213 00
0 013 0004-0 016 0.017-0 019 0.019-0 022 1,022-0 025 0.34-0 028 002 031 0.029-0 034 (0.032-0 038 0035 0.042)
0.023 0.025 0.028 0.030
45•day 0.011 0.013 0.015 0.017 0.o19 0.021
0.010-0.011) 0.012-0.013) (0.014-0,016) (0.016-0.08) 0.0180.021) 00.02 00.023) 0.022-0.025) 0.024.0.027) (0.026-0.030 (0028-0.033)
0-7
60day 0009- O10 000 -0.012 006-0 014 0-0140 016 0006-0 018 (00877-0 019 0009 0 021 0.020-0.023 0.022-0 025 0.023-0.027
1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estmates at lower and upper bounds of the 90 %confidence interval. The probability that precipitation frequency estimates (for a
in
iven duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) Is 5%. Estimates at upper bounds are not
checked probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
MaCK 10 lull
PF graphical
https://hdsc.nm.noaa.govfhdselpfdslpfds_printpage.html?lat=35.3473&lon=-78.005a&data=intensity&units=erglish&series=pds 114

Bill Lane Pit
DEED/OWNER INFORMATION

A/F.� r a5.93 6C5* l3& -Q P . 150
' Pagelot2a,a ,-a5-93 Gt)* 13(oa (2, /5a.
,0Aw),-+ r-a5.93 Gam* 136a . /&4
'01 1-d 5-93 / 3 6 a 146 STATE or t `�. E a,' stxcise tx Z
ORTH~ to 1� {`
x 6
LINA
Pe ror*► _
NORTH CAROLINA WAYNE COUNTY BaoK1068 PAGE I0 f�j
THIS DEED, Made this the 16th day of February, 1984, by and between
GEORGE M. THORNTON and wife, NORMA B. THORNTON, parties of the first part,
and LANE FARMS, INC., a North Carolina corporation, party of the second
part;
WITNESSETR:
That the said parties of the first part, in consideration of the sum
of Ten Dollars ($10.00) and other valuable consideration to them in hand
paid, the receipt of which is hereby acknowledged, have bargained and sold
and by these presents do hereby bargain, sell and convey to the said party
of the second part, its successors and assigns, that certain tract or
parcel of land situated in Indian Springs Township, Wayne County, North
Carolina, and being more particularly described as follows:
Being that certain parcel of land containing 192.8 acres, more or
less, known as the H. Weil & Bros.' River Farm, which parcel of land is
more particularly described according to a survey by A. E. Little, R.S., a
map of which is dated September 16, 1981 and duly recorded in Plat
Cabinet G, Slide 397, Wayne County Registry. For reference see Tract No. 8
in the deed recorded in Book 863, Page 500, Wayne County Registry. And
being the same land conveyed to George M. Thornton and wife, Norma B.
Thornton, by deed dated January 4, 1982 from Louis Weil and George F.
Seymour, Trustees, which deed is duly recorded in Book 1021, Page 823,
Wayne County Registry.
This conveyance is made subject to 1984 ad valorem taxes; and is also
made subject to that certain Deed of Trust dated January 4, 1982 from
George M. Thornton and wife. Norma B. Thornton, to John H. Kerr, III,
Trustee, as recorded in Book 1021, Page 825 in the Wayne County Registry,
securing a note of even date to Louis Weil, Trustee et al in the original
principal amount of $108,750.00. In accepting this deed, Lane Farms, Inc.,
party of the second part, as a part of the consideration hereby assumes the
balance of $94,250.00, plus interest from January 5, 1984, due on said note
and agrees to pay this balance and also hereby assumes the obligations of
George M. Thornton and wife, Norma B. Thornton, under the terms of the
instruments creating the loan.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all
privileges and appurtenances thereto belonging to the said party of the
second part, its successors and assigns, to their only use and behoof
forever.
And the said parties of the first part covenant for themselves, their
heirs, executors and personal representatives, to and with the party of the
second part, its successors and assigns, that they are seized of said
premises in fee and have the right to convey the same in fee simple; that
the same are free and clear from all encumbrances, except the
PREPARED BY JOHN H. KERR III, ATTORNEY
Book: 1068 Page: 707 -Seq: 1 "

Pape 2 of 2
r
BQOK�Q��_PZCE?O8 14
aforementioned deed of trust recorded in the Wayne County Registry in
Book 1021, Page 825, and 1984 Wayne County ad valorem taxes, and that they
will warrant and defend the title to the same against the lawful claims of
all persons whomsoever.
IN WITNESS WHEREOF, the said parties of the first part have hereunto
set their hands and seals, this the day and year first above written.
(SEAL)
Ce4 ge M. Thornton
Norma B. Thornton
NORTH CAROLINA
WAYNE COUNTY
a Notary Public in and for said State
I, Melanie H. ThemnSj ,
and County, do hereby certify that GEORGE M. THORNTON and wife, NORMA B.
before me this day and acknowledged the
THORNTON, each personally appeared
due execution of the foregoing instrument for the purposes therein
expressed.
Witness my hand and official seal, this 16th day of February, 1984.
,: , ...• ,......�...,
�..••
V.
t Notary Public
z pires:
; ,1 �y�• omm'16sion ex
1
NORTH CAnOL1NA WATas 000"r ,
/J
IL if �.,•
The foregoing certificate oo
1 `=-
�• i
,-
anotary public Is certlfled to bo correct
".,^� ••"`'��,,, •
Flied for registration this the&�y of _. _... .
19. 1.4, at I t:Z6 o'clock 1:' _ M
MARGAR T M PEACOCK, Register of Deeds
'
d�eiels»t/Deputy 1egister of Deada
oxaw a Dun" co 14871
1
Book: 1068 Page: 707 Seq:2

-
a C2-D)q
. Y 0 BUSINESS CORPORATION ANNUAL REPO
ia•1oi7
NAME OF BUSINESS CORPORATION. Lane Farms, Inc.
SECRETARY OF STATE ID NUMBER: 0083391 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31 /2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: W D LANE
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2317 Salem Church Road
SOSID: 0083391
Date Filed: 4/15/2019 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 107 02512
Filing Ofte Use Only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
P0Box 1179
Goldsboro, NC 27530 WAYNE Goldsboro, NC 27533 Wayne
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Agri business, golf course
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2317 Salem Church Road
Goldsboro, NC 27530 WAYNE
3. PRINCIPAL OFFICE EMAIL Privacy Redaction
0' .O
5. PRINCIPAL OFFICE MAILING ADDRESS
P o Box 1179
Goldsboro, NC 27533 Wayne
6. Select one of the following if applicable. (Optional see instructions)
1:1 The company is a veteran -owned small business
FIThe company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: William D Lane NAME:
TITLE: President
ADDRESS:
2317 Salem Church Rd
Goldsboro, NC 27530 WAYNE
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entity. A / /** V, a Ad SIGNATURE GATE
'Form must be signed by an officor listed under Section C of this form.
t ai A m a L AIIL15-
Print or Type Name of Officer Print or Type Title of Officer
,SUBMIT THIS ANNUAL'REPORT WITH-THE,REQUIRED FILING FEE OF $25 -"1-—
MA{L—T0: S$aretary-of-State Busin s egistration Division, Post Office -Box 29525, Raleigh, NC