20240206_Mine_Maps

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
THE NCG01 CONSTRUCTION GENERAL PERMIT ONSITE CONCRETE WASHOUT
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.
activity being considered compliant with the Ground Stabilizabion and Materials Handling sections of the NCG01 Construction General Permit(Sections E and F,respectively). The 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the permittee shall comply with the Erosion and Sediment Control plan approved by the project. dT s
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as r
may not apply depending on site conditions and the delegated'..authority having jurisdiction.
hazardous waste(recycle when possible). r
5. Remove leaking vehicles and construction equipment from service until the problem10„
SECTION E:GROUND STABILIZATION has been corrected. . L ,a,o, R,■,.•.,,,,o1.� , ,�, �,� ,
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products
Required Ground Stabilization Timeframes P
to a recycling or disposal center that handles these materials
Stabilize within this . ELM aeu .�.
many calendar
Site Area Description Timieframe variations snow c�aT_v�,�_ r STRWTIAW �_,m,&v,�d U
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.
perimeter slopes 1. Do not discharge concrete or cement slurry from the site.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
2. Dispose of,or recyclle settled,hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available.
(HQW)Zones and state solid waste regulations and at an approved facility.
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
slopes are 1.0'or less in length and are(c) Slopes steeper than
If slo 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
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 witth 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 iconcrete 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. Stormwatier accumulated within the washout may not be pumped into or
-10 days for Fulls Lake Watershed discharged to the stiorm 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.
(e) Areas with slopes 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
flatter than 4:1 14 -10 days for Falls 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,
there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive
Note:After the permanent cessation of construction activities, any areas with temporary 3. Contain liquid wastes in a controlled area. spills or overflow.
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. 7. Locate washouts in an easily accessible area,on level ground and install a stone
s after thie last land disturbing entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days g 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from a activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. approving authority..
surface stable against accelerated erosion until permanent ground stabilization is achieved. 8. Install at least one sign directing concrete trucks to the washout within the project
PORTABLE TOILETS limits. Post signage ion the washout itself to identify this location.
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit 1. Install portable toilets on level ground,at least SO feet away from storm drains,
o alternative reasonably available. If 50 foot overflow events. Replace the tarp,sandbags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge thre soil. Use one of the streams or wetlands unless there is n
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place components when no longer functional. When utilizing alternative or proprietary
Temporary Stabilization Permanient Stabilization on a gravel pad and surround with sand bags. products,follow manufacturer s instructions.
•Temporary 10. At the completion of the concrete work,remove remaining leavings and dispose of
p y grass seed covered with straw or • Permanent grass need covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high
other mulches and tackifiers other mulches andl tackifiers foot traffic areas. in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
j• Hydroseeding •Geotextile fabrics such as permanent soil caused by removal of washout.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly Operating unit.
j•Appropriately applied straw or other mulch • Shrubs or other peirmanent plantings covered Plastic sheeting with mulch HERBICIDES,PESTICIDES RIND RODENTICIDES
•
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
sufficient to restraiin erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least restrictions.
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment Controls 2• Store herbicides,pesticides and rodenticides in their original containers with the
retaining walls and surface waters unless it can be shown no other alternatives are reasonably label,which lists directions for use,ingredients and first aid steps in case of
• Rolled erosion control products with grass seed available. accidental poisoning..
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicidles,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
1. Select flocculants that areappropriate for the soils being iex osed during or surface water. If a spill occurs,clean area immediately.
g P g 3. Provide stable stone access point when feasible.
construction,selecting from the NC DWR List ofApprovedl PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 4. Do not stockpile these materials onsite.
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
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
offsite. 2. Place hazardous waste containers under cover or in secondary containment.
. Ryf
5. Store flocculants in leak-proof containers that are kept unider storm-resistant cover (� )a NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. �1 Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

PART ill 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
below. When adverse weather or site conditions would cause the safety of the inspection 1.Occurrences that Must be Rleported
personnel to be injeopardy,the inspection may be delayed untily the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the approved E&SC plan must be kept up-to-date throughout the coverage under this permit, following(ollowin occurrences:
which it is safe to perform the inspection. In addition,when a sltorm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for (a) Visible sediment deposittion in a stream or wetland.
greater than 1.0 inch occurs outside of normal business hours,Che self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. item to Document Documentation Requirements . They are 25 gallons or,more,
I Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the a • They are less than 25 gallons but cannot be cleaned up within 24 hours,
j g approved E&SC plan report
complete,date The cause sheen on siurface waters(regardless of volume),or
Daily business hours) locations,dimensions and relative elevations and sign an inspection report that lists each y
(1y Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC
maintained in If no daily rain gauge observations,are made during weekend or They are within 100 felet of surface waters(regardless of volume).
good working holiday
y periods, and no individuail-day rainfall information is plan. This documentation is required upon the
order I available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will deterrmine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous sulbstances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation, of the Clean Water Act(IRef:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G..S.143-215.85.
(2) E&SC ; At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the Inspection, report to indicate completion of the
and within 24 3. Name of the person performing the inspection, construction phase. (d) Anticipated bypasses an(d unanticipated bypasses.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs;for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater i At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, ---- --------------------- ._-__ __._..
i
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwalter pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solid s or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours S. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
(4)Perimeter of At least once per
6. Description,evidence,and date of`corrective actions taken, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
Occurrences outside normal hours may other requirements listed bellow. Octsidl b also be
if visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection Y
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department°s Environmental Emergency Center personnel at(800)
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
858-0368.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 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 . within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a + Withim 7 calendar days,a report that contains a description of the
(5)Streams or he stream or wetland has increase
At least once increasedvisible sedimentation or a
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction Division provides asite-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition,
or offsite and within 24 activity,then a record of the followingshall be made: this requirement not practical:p Divisioin staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of;corrective actions taken,and case-bry-case basis.
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. • If the stream is named on the NC 303(d)list as impaired for sediment-
! 24 hours Regional Office per Part III,Section,C,Le-(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC
stabilization of grading measures,clearing and grubbing, (b) Records of inspections made during the previous twelve months. The permittee shall monitoring,inspections or apply more stringent practices if staff
g g,Installation of storm g
measures drainage facilities,completion of alll land-disturbing record the required observations on the Inspection Record Form provided by the
deterrmine that additional requirements are needed to assure compliance
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions. j
ground cover). (b)Oil spills and • Withira 24 hours,an oral or electronic notification. T _- -
2. Documentation that the required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if he notification
of
Shown to provide a shall include information about the date,time,nature,volume and
measures have been provided within the required p equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as soon as possible. 3.Documentation to be Retained for Three Years substances per Item
All data used to complete the a-NOI and all inspection records shall be maintained for a period 1(b)-(c)above
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 122.41] (c)Anticipated A repolrt at least ten days before the date of the bypass,if possible.
bypasses(40 CFR The repport 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.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
bypasses[40 CFR + Wlthfnr 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)1 quality,and effect ofthe bypass.
(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 Withim 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances 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,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(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 environment[40 continue;and steps taken or planned to reduce,eliminate,and
shall not commence until the E&SC plan authority has approved these items, CFR 122.41(1)(7)) prevenit reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-bey-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
properly sited,designed and maintained dewatering tanks, weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designedl stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in item(c)above,
INA
(e) Velocity dissipation devices such as check dams,sediment straps,and riprap are provided at the discharge points of all dewatering devices,and `r tk } NORTH CAROLl
(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. r EEnvironmentalQuu
Quality
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

MINE MAP
EXISTIING 8'W GROUNDWATER
SANDLOT —'
7831 CARATOKE HIGHWAY LEVELING `���' `' � "�- I
POWELL'S POINT, NC 27966 DIIfCH ` pOMJ (LYN VAN CURETTE
CURRITUCK COUNTY ®
�tOA�O•R� TRUST,LLC I ;
RIPRAI ON OVERFLOW "' N1F
'~-,, �-'"' ..,,� •
TR EQUIPMENT PO BOXOMOPANY,INC. IN(DITCH , 1 CH R E PIPE RlCHARD F
FLASH BOARD ! DAVIS II
HARBINGER,NC 27941 w OVERFLOW
W 225 pERM1,TSOUNp
A
U. RY
N/F LL
m -..
OWNER: MtNlp�
GRIFFIN > 1 yp, I` �.
LYN VAN LURETTE TRUST,LLC SEDIMENT POND r 9 . - 120'
PO BOX 1450 U 20 DEEP _ 25 IyUN� x - I
A7 MP E Ep gs , ~-.._
x 0.87 ACRES FXC CAV '
KITTY HAWK,NC 27949 w co
� w AV lO AT 8
z
(INCORPORATED AT 1O To r� IEF G �FR
MAP BY ELLIOTT CONSULTING } RECLAMATION) 1> DGE
FEBRUARY 1,2024 tk
uj
SCALE: 1 IN=100 FT ,j z08, PUMP t4 DIVERSION—/ ;
m DISCHARGE i/ DE PAT�EPING DRAINS .,� DOM/
lo
ACREAGES ESGE
T�MPFkC` RNN.
STOCKPILES&BERMS-0.40AC UNDISTURBED AV Z3, PUMP
ROADS&PROCESSING-0.24AC a AREA 0 INTAKE o
EXCAVATION-6.12 AC 100'P/L 4'T x 16'W —, t w
UNEXCAVATED BUFFERS-0.91 AC BUFFER co BERM UNDISTURBED
c AREA o
TOTAL AFFECTED-7.67 AC •'"•• ., .• N w THE SANDLOT m k 100'P/L
UNDISTURBED BUFFERS-8.39 AC - D LU O 35'MAX DEPTH n n BUFFER
TOTAL PERMITTED-16.06AC PORTABLE j W 6.12ACRES < <
FUEL�� O ��C J
STORAGE\
,Y■ a F-
z
N/F m
LL
>N/F w = Q LYN VAN CURETTE
JAMES L ¢ x TRUST,LLC
OWENS 2;; p w 00 w
_. _ }
Z , 10'x 30' ai
0 ! TEMPORARY �?
�.. of OFFICE z '
NEW BERM E6PA�ENG �J J DIVERSION O
2'T x 10'W PERIMETER SAND BERM ID DRAINS —���1 m
2:1 SLOPE LL O EXCAVATION EDGE-678' 1
w ? > UNEXCAV BUFFER
UNEXCAV BUFFER w I
.0W� 2 xt RM a
- --2V I
12' 12 �
E 2
�
MONITOR © 3pO,
f'a: WELL#1
n
NEW BERM EWSTING % ,w
CR411
FULL GROWTH FOLIAGE o z UNDISTURBED AREA
6'T x 26'W SAND BERM o-
g? UNDISTURBED AREA ,
2:1 SLOPE N 300'ROADWAY BUFFER 300'ROADWAY BUFFER `�o. RICHARQ F
X
_ . w DAVIS 11
SEDIMENT POND BERM-2:1 SLOPE 24'W x ZOO'L •.�.,• `• 1
6'T x 26'W x 40'L LOCKING GATE PAVED ENTRANCE J
4• VISUAL SCREEN 80'FROM
..........$......i......g.......... BERM CARATOKE HWY R/W i
VT x 26'W X 350'L N/F
VISUAL
SCREEN
BERM
i
VISUAL SCREEN BERM VISUAL SCREEN BERM RICHARD F
THIS MAP IS NOT CERTIFIED
DAVIS II I
SURVEYAND HAS NOT BEEN REVIEWED MONITOR FIRE N/F
BYA LOCAL GOVERNMENT AGENCY FOR © WELL Y3 EXISTING HYDRANT CULVERT MONITOR 'RICHARD
COMPLIANCE WITH ANYAPPLICABLE °W sFLARE EN WELL#2
EXISTING 20'T FOLIAGE � DAVIS II
PERMIT BOUNDARY FOLIAGE W/FLARED ENDS
LAND DEVELOPMENT REGULATIONS. ••—..�...�.,,.�,„ EXISTING 20'r Fo
PERMIT BOUNDARY 954' NDARY 954'
_.._.._.._. I �_.
NCDOT •� �,•,
cRAv� 460`TO P/l ■ 460'TO P/L
CULVERT co�asmucT 373'To DW '"
100 0 50 100 200
(IN FEET)
finch=100 ft.

RECLAMATION MAP
THE SANDLOT _
7831 CARATOKE HIGHWAY W
POWELL'S POINT,NC 27966 DITCH — " f
_
CURRITUCK COUNTY i E -"O O N/F
OlMlN �
fO L`YN VAN LURETTE
OPERATOR: I ' -;;o R TRUST,LLC
TR EQUIPMENT COMPANY,INC. i I --.
N/F
PO BOX 190 t !I RICHARD F '
HARBINGER,NC 27941 DAVIS II
k I PER
Np
>,
OWNER: N/F i i y9s0 i
LYN VAN LURETTE TRUST,LLC SARAH N i IX �` ( �OMtN/O
PO BOX 1450 GRIFFIN I I CAVEpGE.4$ .._ 120, N
KITTY HAWK,NC 27949 I i
4:1 PERIMETER BERM 6 - -
MAP BY ELLIOTT CONSULTING
FEBRUARY 1,2024 i EXCAVATION EDGE,TOP OF SLOPE
3:1 SLOPE ABOVE WATER LEVEL
SCALE:1 IN=100 FT I t WATER'S EDGE ' •
rI
ACREAGES 2:1 SLOPE BELOW WATER LEVEL I I I h" GOMI i
STOCKPILES&BERMS-0.40AC ' s 12a R�I N
a
ROADS&PROCESSING-0.24AC UNDISTURBED U
EXCAVATION-6.12 AC AREA t I
UNEXCAVATED BUFFERS-0.91 AC t
TOTAL AFFECTED-7.67 AC
UNDISTURBED BUFFERS-8.39 AC ,• •• I i THE SANDLOT
TOTAL PERMIT-16.06 AC •• ., •••..•• i E o 6.12 ACRE POND k
t i , 35 FT MAX DEPTH n
11 < t1
O
RECLAMATION p j /,f UNDISTURBED
SLOPE&BERM DETAIL N/F
JAMES L t j . ;t AREA ,
OWENS
It •
0 81
E _ EXCAV EDGE-680'
THIS MAP IS NOT CERTIFIED 10'W POND ACCESS
SURVEYAND HAS NOT BEEN REVIEWED DIRT PATH i I
BYA LOCAL GOVERNMENTAGENCY FOR i I
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS. I
II
FOLIAGE I i
i N/F
RICHARD F
DAVIS II
UNDISTURBED AREA 24'W x 200'L UNDISTURBED AREA ••—.....,
PAVED ENTRANCE •• —
REMAINS
N/F
RICHARD F
DAVIS II i
N/F
,{ RICHARD
FOLIAGE FOLIAGE DAVIS II
— — — — _ — — _ — — — — — —US 158 CARATOKE HIGHWAY,120 FT R/W — — _ — — _- — __ _— — _ —
100 0 50 100 200
(IN FEET)
linch=100 ft,

GPS COORDINATES MAP
THE SANDLOT B i
7831 CARATOKE HIGHWAY
POWELL'S POINT,NC 27966 F
CURRITUCK COUNTY ,
OPERATOR: 0 pj- N/F
TR EQUIPMENT COMPANY,INC. TeoUNb LYN VAN LURETTE TRUST'
PO BOX 190 qRY_S
HARBINGER,NC 27941 ?1.11'46„ .
A C
LYN VAN LURETTE TRUST,LLC PO BOX 1450N/F ExCA�AT1pNE FpFr�DEDGE S
KITTY HAWK,NC 27949 GRIFFIN GF S21 11,03 21,1j'96°F,TBq'
8,736, I
MAP BY ELLIOTT CONSULTING
FEBRUARY 1,2024
SCALE:1 IN=100 FT
G
N � P i
Q •c
ACREAGES w w
STOCKPILES&BERMS-0.40AC °0to
0
ROADS&PROCESSING-0.24AC °O $ m
EXCAVATION-6.12 AC 00co W � 0)M co
UNEXCAVATED BUFFERS-0.91 AC o z z w
w I
TOTAL AFFECTED-7.67AC w w o
UNDISTURBED BUFFERS-8.39AC uj
•• .. o p LL
TOTAL PERMITTED-16.06 AC ••' z w w w
w° oz
Q H
? a d m `� w 3 60
0
= N/F
GIPS POINTS w o DAMS
a ��; N
PERMIT BOUNDARY i
coA-36.152950 N,-75.855608 W 0;
B-36.154197 N,-75.853179 W O U)
C-36.151678 N,-75.851943 W
D-36.150828 N,-75.853712 W IN ri Q
N/F EXCAVATION EDGE-N 35.24'59"W 678' 4 O
AFFECTED AREA OWENS R
E-36,153170 N,-75.854548 W E AFF EDGE-N 35.22'28"W,342' AFF EDGE-N 35.22'28"W 346' m
F-36.153937 N,-75.853050 W M J I ''
G-36.151937 N,-75.852070 W
H-36.151723 N,-75.852516 W a
1-36.151561 N,-75.853113 W MW-1 ■
J-36,152328 N,-75.853797 W '
K-36.151848 N,-75.854624 W
L-36.151929 N,-75.854696 W
M-36.152408 N,-75.853869 W D
T
EXCAVATION M m
m
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N-36.153151 N,-75.854427 W
0-36.153836 N,-75.853093 W v m •._.... •, `
P-36.151966 N,-75,852176 W N/F A N/F ..
Q-36.151786 N,-75.852552 W LYN VAN LURETTE TRUST Lo z A LYN VAN LURETTE TRUST
R-36.151643 N,-75.853080 W ui �
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GROUNDWATER MONITOR WELLS ww g
MW-1 -36,151298 N,-75.853049 W i
MW-2-36.151046 N,-75.853625 W MW-3 Q MW 2■ DAVIS
MW-3-36.152923 N,-75.855435 W ■
AFF EDGE
N 35.1 T00"W,36'
PLl I K D I.....
PERMIT BOUNDARY-N 35.25'26"W,954'
-' - - - - - - - - - - - - - - -CARATOKE HWY - - - - - - - - - - - - - - - - - -
100 0 50 100 200
(IN FEET)
finch=100 ft.

1w 0 75 150 300 PARCEL MAP
i —�— THE SANDLOT
NfF 7831 C/ARATOKE HWY
SARAH N GRIFFIN POWELL'G POINT,NC 27988
(OWNER:
S SAYVIEW LYN VAN LUIRETTE TRUST,LLC
_ KITTY HAWK NC
7831 OFRERATOR:
-- j TR EOUIPMIENT COMPANY,INC.
i N/F ''- FOLIAGE HAR!81NGER,NC
., LYN VAN LURETTE BY net
' 120 FTRIt;, - ... ... �. TRUSTLLC 11...... IMP FEBRUARizo24Ln
410rylpp OF Wqy
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7791 FOLIAGE
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m BUFFER
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US 158 CARATOKE HIGHWAY
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30 7832 78M 7842 7W
7816 7824 I
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! THIS

NAnONAL Jarvisburg, NC
GEOGRAPHIC
75-52•w 4 23 000 mE 75=51' 424 �s^so 4 25 75^49• 427
Ln
M ip
Y y
/g V S +m Ly
t: 'Pc1rtt v'
;r
THE SANDLOT
EXCAVATION
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75^52•w 423 o00 mE 75^51' 424 1-U an
fvc_ 426 rs'as• 427
0 .5 1 0 Woo 2000 4000 5000 1 .5 0 KILOMETERS 1
NAD83/WG584 UTM Lone 18 MILES FEET 1000 0 METERS 1000
16 PkasE ,ufei tomcleyii�

LOCATION MAP
THE SANDLOT
7831 CARATOKE HIGHWAY
POWELL'S POINT,NC 27966
CURRITUCK COUNTY
n
Olds
�Sfl
f
35II4
SY
THE SANDLOT
7831 CARATOKE HWY
X 36.152405 N
75.853487 W 7
Top..
d
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1 �S
t '•ysY Y f
T
Mamie
t Esri,NASA,NGA,USES I State of Nolh Caro4na DOT Esri,TamTom,G hn,5-
MAP BY ELLIOTT CONSULTING
FEBRUARY 1,2024