20240103_Mine_Maps

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will)result in the construction 2. Provide drip pans under any stored equipment. a
activity being considered compliant with the Ground Stabilizationi and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the R '
sections of the NCGOl Construction General Permit(Sections E and F,respectively). The project. ;* „ax k F
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids,store in separate containers and properly dispose as
delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible). t s
may not apply depending on site conditions and the delegated authority having jurisdiction.
5. Remove leaking vehicles and construction equipment from service until the problem -wjw- �*�•• R� ""�"'R'
has been corrected. 'm�' R'°"'�"�' r' • "" ,
SECTION E:GROUND STABILIZATION °,Rmoo��rmr,,.eno.wa
R MMA�O"Y M ••IR
Y"�RI•Q 1R V M
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ,, •�, 5?.,..,,,
Required Ground Stabilization Timefrarnes aea r�
to a recycling or disposal center that handles these materials. �'.�'�P9`�
Stabilize within this
Site Area Description many calendar Timefirame variations MOW DRAT '' T� s*�*� AMME GRAJ vWLff srauc,URE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(b) High Quality Water 7 None g pp y.
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopes are 10' or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than p g 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Fallls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes 14 -10 days for Fallis Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stalbilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front iof the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Repllace the tarp,sandbags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot
techniques in the table below: components when no.longer functional. When utilizing alternative or proprietary
q offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and taackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement mattiing Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbitcides,pesticides and rodenticides in accordance with label
1• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT
restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2, Store herbicides,pesticides and rodenticides in their original containers with the
• Structural methods!such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
• Rolled erosion control products with rass seed available.
is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. o not store herbicide's,pesticides and rodenticides in areas where flooding possible
If a s
YACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where may spill or leak into wells,stormwater drains,ground water
or surface water. f a.spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved.PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwaiter before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. % r` ' Nl7RTH CARCJLI NA 3. Do not store hazardouis chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover t ' t
or surrounded by secondary containment structures. P Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

PART III PART III
PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be(Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed unitil the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours. (b) Oil spills if:
performed upon the commencement of the next business day.. Any time when inspections item to Document Documentation Requirements . They are 25 gallons or more,
were delayed shall be noted in the Inspection Record.
(a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy . They are less than 25 gallons but cannot be cleaned up within 24 hours,
Frequency and does not significantly deviate from the of the approved E&SC plan or complete,date
Inspect (during normal inspection records must include: • They cause sheen orn surface waters(regardless of volume),or
business(tours locations,dimensions and relative elevations and sign an inspection report that lists each
(1)Rain gauge l business
Dail Daily rainfall amounts. shown on the approved E&5C plan. E&SC measure shown on the approved E&SC • They are within 1001feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working I holiday periods, and no individluai-day rainfall information is initial installation of the E&SC measures or if
order available,record the cumulative train measurement for those un- the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
attended days (anc this will determine if a site inspection is installation. of the Clean Water Acft(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
needed). Days on which no rainfall occurred shall be recorded as (Ref:40 CFR 302.4)or G.S.143-215.85.
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
approved by the Division. plan or complete,date and sign an inspection
(2) E&SC At least once per 1. Identification of the measures inspected, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
Measures 7 calendar days 2. Date and time of the inspectiom, construction phase.
and within 24 3. Name of the person performing the inspection,
hours of a rain 4. Indication of whether the measures were operating (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
event>1.0 inch in properly, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with tthe conditions of this permit that may endanger health or the
24 hours 5. Description of maintenance needs for the measure, report to indicate compliance with approved environment.
6. Description,evidence,and date of corrective actions taken. plan.
ground cover specifications.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected,
discharge 7 calendar days 2. Date and time of the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
outfalls(SDCs) and within 24 3. Name of the person performing the inspection,j re uirements for all E&SC measures hours of a rain 4. Evidence of indicators of stormwater pollution such as oil q After a permittee becomes aware of an occurrence that must be reported, e shall contact
event a 1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. the appropriate Division regional office within the timeframes and in accordance with the
24 hours 5. Indication of visible sediment Heaving the site, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
6. Description,evidence,and date of corrective actions taken. ins
to E&SC measures. plan or complete,date and sign g an inspection
reported to the Department's Environmental Emergency Center personnel at(800
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record report to indicate the completion of the
8S8-O368.
site 7 calendar days of the following shall be made:
corrective action.
and within 24 1. Actions taken to cleanup or st:abilize the sediment that has left
Reporting Timeframes(After Discovery)and Other Requirements
hours of a rain the site limits, 2.Additional Documentation to be Kept on Site Occurrence
event>1.0 inch in 2. Description,evidence,and datte of corrective actions taken,and
z4 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Wiithin 24 hours,an oral or electronic notification.
site and available for inspectors at all times during normal business hours,unless the deposition in a • Wiithin 7 calendar days,a report that contains a description of the
releases.
(5)Streams or At least once per it the stream or wetland has increased visible sedimentation or a stream or wetland sediment and actions taken to address the cause of the deposition.
Division provides a site-specific exemption based on unique site conditions that make Diwision staff may waive the requirement for a written report on a
wetlands onsite 7 calendar days stream has visible increased turbiidity from the construction this requirement not practical:
or offsite and within 24 activity,then a record of the folloowing shall be made: Case-by-case basis.
(where hours of a rain 1. Description,evidence and dot a of corrective actions taken,and If the stream is named on the NC 303(d)list as impaired for sediment-
accessible) ( event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. rellated causes,the permittee may be required to perform additional
24 hours Regional Office per Part III,Suction C,Item(2)(a)of this permit monitoring,inspections or apply more stringent practices if staff
(6)Ground After each phase 1. The phase of gracing(installattion of perimeter E&SC (b) Records of inspections made during the previous twelve months. The permittee shall determine that additional requirements are needed to assure compliance
stabilization of grading measures,clearing and grubbfing,installation of storm -
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record form provided by the wiith the federal or state impaired-waters conditions.
activity,construction or redewelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
ground cover). electronically-available records in lieu of the required paper copies will be allowed if release of shiall include information about the date,time,nature,volume and
2. Documentation that the requiired ground stabilization shown to provide equal access and utility as the hard-copy records. hazardous Iorcation of the spill er release.
measures have been providect within the required substances per Item
timeframe or an assurance that they will be provided as 3.Documentation to be Retained for Three Years 1(b)-(c)above
soon as possible.
a
All data used to complete the a-NOI and all inspection records shall be maintained for a period (cj Anticipated A�reportat feast ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement, of three years after project completion and made available upon request.[40 CFR 122.411 bypasses t40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
PART 11,SECTION G,ITEM[4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
bypasses[40 CFR . Within 7 calendar days,a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(m)(3)] quality and effect ofthe bypass. _I
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendardays,a report that contains a description of the
umstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
for maintenance or close out unless this is infeasible. The cirrc may endanger including exact dates and times,and if the noncompliance has not
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: health or the been corrected,the anticipated time noncompliance is expected to
environment[40 continue;and steps taken or planned to reduce,eliminate,and
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6).
• D)ivision staff may waive the requirement for a written report on a
shall not commence until the E&SC plan authority has approved these items,
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part ill,Section C,Item(2)(c)and(d)of this permit,
case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
property sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, r � NORTH CAROL(NA
(e) Velocity dissipation devices such as check dams,sedirment traps,and riprap are provided at the discharge points of all dewatering devices,and f Environmental Quality
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

MINE MAP ACREAGES N/F GRAMRIE EARL ROUNTREE
---------------------------- ------------
QUINTON BUNCH MINE EXCAVATION-4.05 AC ------ ------
IS21 COUNTY LINE ROAD ROADS& PROCESSING- 1,75 AC PUMP HOUSE AdvUNI IOU llnd=ld
BELVIDERE, NC 27941 STOCKPILES 1& BERMS- 1.08 AC UNOCCUPIED OAPPLOWNED 12-FT WIDE
PERQUIMANS COUNTY SEDIMENT POND-0.52 AC OUTBLDGS MINE ACCESS ROAD
UNEXCAVATED BUFFERS-0.82 AC 1578 FT TO SR 1002
OPERATOR TOTAL AFFECTED-8.22 AC COUNTY LINE ROAD
UNDISTURBED BUFFER-0.55 AC
QUINTON I BUNCH TOTAL PERMIT AREA-8.77 AC
1023 MIKE BUNCH ROAD UNDISTURBED BUFFER
BELVIDERE, NC 27941
MAP BY ELLIOTT CONSULTING
DECEMBER 28,2023 UNEXCAVATED BUFFER 2'T x 1 O'W
— — — — — — ow PERIMETER
DZ
MAP SCALE: I IN 80 FT BERM
SEDIMENT POND BERMM'
4'T x 20'W PUMP LLNE—XC'VAl_EQ.BUFFER
DISCHARGE
DISCHARGE 275'
'o SEDIMENT POND PIPE,-'
0.52 ACRE
OVERFLOW RIPRAP bo
BURIED 24;
OUTFALL—Ir DISCHARGE HDPEl- STOCKPILE AREA
TECTION HALF-PIPE CUtRT-/ �Y
SEDIMENT POND 0.60 ACRE
LISFWS OVERFLOW PROCESSING
AREA
DESIGNATED
WETLANDS DEWATERING
:�T xMETER PUMP 275'
PERJ
FULL GROWTH +OgL ,PE EXCAVATION EDGE-480' m DIVERSION
WOODLAND PUMP I DRAIN
DIVERSION DRAINS
DIVERSION INTAKE N/F
DRAIN
QUINTON I BUNCH
CULTIVATED FIELD
GRASS FIELD rrr
-'HO
G DIVERSION
HOUSE DRAIN
m c
0
X z m
x
EXCAVATION AREA >0
4.05ACRES i>
0
MAXIMUM DEPTH-30 FT z
M ri
N/F QUINTON I BUNCH oul
0 G),
M-n
ov -n
M
N/F cr)
uu.
CHER L r Garr
FAYE 2'T x 1 O'W
STALLINGS I rr r rw uj
PERIMETER BERM
DIVERSION DRAIN LEGEND
FULL GROWTH XL ul WOODLAND
WOODLAND PERIMETER BERM
2'T x 10'W DIVERSION UNEXCAV. BUFFER
PERIMETER BERM DRAIN PROG
DIVERSION AREA I PERMIT BOUNDARY
DRAIN DIVERSION DRAIN 8'
GE- 8 Nn moc
'd
rr
(3gj,4lAv
GRAPHIC SCALE
PUMP S'c JD 8 ol
HOUSED
UNUSED THIS MAP IS NOT A CERTIFIED
S" T SURVEYAND HAS NOT BEEN REVIEWED
BYALOCAL GOVERNMENT AGENCY FOR
HOG
HOUSE COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.

RECLAMATION MAP ACREAGES _ N/F GRAMME EARL ROUNTREE
QUINTON BUNCH MINE • EXCAVtATION-4.05AC ------
------------
1921 COUNTY LINE ROAD ROADS & PROCESSING- 1.75 AC
BELVIDERE, NC 27941 STOCKPILES & BERMS- 1.08 AC UNOCCUPIED 12-FT WIDE
PERQUIMANS COUNTY SEDIMENT POND-0.52 AC OUTBLDGS MINE ACCESS ROAD
UNEXCAVATED BUFFERS-0.82 AC 1578 FT TO SIR 1002
OPERATOR TOTAL AFFECTED-8.22 AC COUNTY LINE ROAD RECLAMATION
UNDISTURBED BUFFER-0.55 AC SLOPE&BERM DETAIL
QUINTON I BUNCH TOTAL PERMITF AREA-8.77 AC
1023 MIKE BUNCH ROAD UNDISTURBED BUFFER
BELVIDERE, NC 27941
MAP BY ELLIOTT CONSULTING 0
DECEMBER 28,2023ter RECLAMATION BERM 11
ow
MAP SCALE:1 IN 80 FT
P-
4cl, FO
//11MER SEDIMENT POND
EXCAVATED POND FORMER STOCKPILE AREA
MAXIMUM DEPTH-10 Flf &UNEXCAVATED BUFFERS
CULTIVATED FIELD
3:1 SLOPE ABOVE
WATER LEV
USFWS 2:1 SLOPE,BELOW WAT E x
DESIGNATED FIPI D PATH AROI INQ POND
WETLANDS
FULL GROWTH EXCAVAMN EDGE-480'
WOODLAND
RECLAMATION BERM N/F
- - - - - - - - - - - - - -
QUINTON I BUNCH
CULTIVATED FIELD
GRASS FIELD
m
EXCAVATION AREA
RECLAMATION BERM
4.05 ACRES
MAXIMUM DEPTH-30 FT
oyp N/F QUINTON I BUNCH ff
or
N/F
CHERYL
FAYE
STALLINGS hiss
LEGEND
FULL GROWTH
WOODLAND 31 SLOPE ABOVE WATER LEVEL WOODLAND
2:1 SLOPE BELOW WATER LEVEL PERIMETER BERM
FARM PATH
G 88 FORMER
........................... PROCESSING
AREA
&UXB
GRAPHIC SCALE
slo
THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
BYA LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
o i
o sE LAND DEVELOPMENT REGULATIONS,
L HOG

PF01 A&PF01 C
WETLANDS
(USFWS WETLANDS INVENTORY)
N/F r !
GRAMME EARL ROUNTREE j
k --•• WOODLANDS CULTIVATED FIELD j
I � f
i
r.._.._.._.._.._.__.._.._:.�.._.._.._.._.._.., .._.._.._.._..�.._....._�_ ._.. r r
r _ ® BONDED ACCESS ROAD-1576'L x 12'W r
f OUTBLDG,OUTBLDG
GRAVEL J J
I CONSTRUCTION
i s f ENTRANCE r !
PARCEL MAP'
EX.
0 2 052ACRE QUINTON BUNCH MANE / !
STOCKPILE AREA j 1r
0.60ACRE 1821 COUNTY LINE ROAD
BELVIDERE, NC 27919
OPERATOR it o° it
( QUINTON I BUNCH j
1023 MIKE BUNCH ROAD j J j
HOBBSVILLE, NC 279416
BOUNDARY
1 j
POND#1
i 4.05ACRES MAP SCALE:1 IN=180 FT
O
N/F I r U !
CHERYL FAYE STALLINGS 1$0 0 90 1$0 360 r ^G J
t,- ! r
I (IN FEET) J r
OUTBLDG 1 inch=180 R. r r
(
I
4 ' OUT N/F UNOCCUPIED
r r
BLDG I QUINTON I BUNCH DWELLING ®
ACREAGES CULTIVATED FIELD j
OUTBLDG 1 EXCAVATION-4.05 AC OUTBLDG
® ` ROADS&PROCESSING-1.75 AC ► I
N/F STOCKPILES&BERMS-1,08 AC ® I I BONINIF
NIE B ROWE NE
j QUINTON I BUNCH SEDIMENT POND-0.52 AC D BOO B HUNTER
' I FULL GROWTH UNEXCAVATED BUFFERS-0.82 AC -'-. ! PEGGYALLEN
WOODLANDS TOTAL AFFECTED-8.22 AC i MICHAEL BENTON
UNDISTURBED BUFFER-0.55 AC i CULTIVATED FIELD
POND 4 TOTAL PERMITAREA-8.77AC
I THIS MAP IS NOT A CERTIFIED I
SURVEYAND HAS NOT BEEN REVIEWED N/F
I BYA LOCAL GOVERNMENTAGENCY FOR QUINTON I BUNCH
COMPLIANCE WITH ANY APPLICABLE
' LAND DEVELOPMENT REGULATIONS. FULL GROWTH I I
OUT' 1 i WOODLANDS
BLDG. � MAP BY ELLIOTT CONSULTING � I
DECEMBER 28,2023 '
JAN/F 11
RDENPOND i ..—.._..—..—.._..—..—.._.._.._..—.._._,, '_
STALLINGS,SR I ( N/F OUTBLDG
EVEIRETT O PARKS junr BENTON O'TUEL
DORA C PARKS \ \
J
..-- OUT®BLDG j —.._..—..—..—.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. .._.._.._.:_.:_.._..._.
I
RESIDENCE
\ �
JOSEPH LEE WINSLOW