20240611_Mine_Maps

HAVELOCK DRUGSTORE MINE
ORROW SOURC
MIN RMIT
VIEW NICHOLSON ROAD
SITE DATA TABLE MARTIN COUNTY ,
NORTH CAROLINA OWNER: HAVELOCK DRUGSTORE, LLC.
1500 SUNDAY DR.SUITE 3010
RALEIGH, NC,27607
CONTACT: MELTON"SKIP"VALENTINE
PHONE: [phone]
PIN: PORTION OF 5778-10-4708
ALL OF 5768-95-4102 t \
PARCEL ID: PORTION OF 0504927 1 ;
ALL OF 0500677
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PORTION OF DEED: C-28/31
ALL OF DEED:0-28/766
TOTAL PARCEL AREA:571.4 AC+/-
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EXISTING ZONING: MARTIN COUNTY(UIN-ZONED)
PROPOSED USE: BORROW PIT(SAND&GRAVEL)
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PARKING CALCULATIONS
REQUIRED: SI
1SPACE/PER EMPLOYEE X 10 EMPLOYEES: 10 SPACES r
PROPOSED: 10 SPACES (INCLD H.C.) '
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} PROVIDED FOR:
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C1 COVERS
HAVELOCK DRUGSTORE, LLC
1500 SUNDAY DR. SUITE 300
C2 MINE SITE LAYOUT PLAN LOCATION MAP zRALEIGH, NC, 27607
SCALE: NTS C3 MINE PLAN - PIT 1 2 CONTACT: MELTON "SKIP" VALENTINE III
PHONE: [phone]
4 MINE PLAN - PIT #3
C6 RECLAMATION PLAN - PIT #1 & 2
JULY
RECEIVED
6 RECLAMATION PLAN - PIT #3 ' � i 12074
LAND QUALITY SECTION
Al DRAINAGE AREA MAP PLANS BY:
C7-C12 CONSTRUCTION DETAILS
DRAFTING AND DESIGN
C13-C1 STORM/EROSION CALCULATIONS SERVICES, INC.
6728 CARBONTON ROAD
Sanford, North Carolina 27330 AGENCY REVIEW
[phone] phone NOT FOR CONSTRUCTION
[e-mail]
project no. 2022-08
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GENERAL NOTES:
1. EXISTING TOPO IS STATE LIDAR FROM PENDER COUNTY GIS DATA. RAFTING AND DESIGN
2. BOUNDARY PER MARTIN COUNTY GIS DATA. —
i 3. A PRELIMINARY STREAMS AND WETLANDS EVALUATION HAS BEEN COMPLETED BY WETLANDS SERVICES INC. "d
SOLUTIONS.
4. SITE TO BE RECLAMATOD TO MEET THE NCDEQ MINE PERMIT RECLAMATION BOND REQUIREMENTS. -
5. AS PART OF THE NCDEQ MINE PERMIT THE OWNER IS REQUIRED TO BOND THE RECLAMATION OF '
l THE AFFECTED AREA OF PROJECT BASED ON THE STATE MINING PROGRAM REQUIRED AMOUNTS. 6728 CARBONTON ROAD
Sanford, North Carolina 27330
6. A PROPOSED 50 FOOT MINIMUM UNDISTURBED BUFFER WITH AN ADDITIONAL 50 FT WIDE x 6.25 FT
HIGH VEGETATED BERM FOR A TOTAL OF 100 FOOT MINIMUM BUFFER WILL BE MAINTAINED [phone] phone
BETWEEN THE EXCAVATION AND ANY ADJOINING PROPERTY BOUNDARY. [e-mail]
6. A PROPOSED 30 FOOT MINIMUM UNDISTURBED BUFFER WITH AN ADDITIONAL 20 FT WIDE x 2.0 FT
HIGH VEGETATED BERM FOR A TOTAL OF 50 FOOT MINIMUM BUFFER WILL BE MAINTAINED BETWEEN
THE EXCAVATION AND ANY WETLAND BOUNDARIES.
7. THERE ARE FEMA FLOODPLAINS CONTAINED ON THIS SITE PER FIRM PANEL
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3720576800K, PANEL 5768, EFFECTIVE DATE FEB 4,2009.
t 8. OPERATOR TO COORDINATE WITH COUNTY AND FLOODPLAIN MANAGEMENT AT TIME OF FUTURE
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RT CA LINA STAT F SCALE HOUSE AND CONCRETE PLANT INSTALLATION.ALL APPROPRIATE PERMITS SHALL BE
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T PROPERTY FI
OBTAINED TO ENSURE COMPLIANCE R ID.=d5047 8
EEOREF'AG 4/1
/ PROPOSED MINING AREAS
/
/ PIT #1 46.2 AC
RBER III ETALS
RIET -W / PIT #2 9.0 AC
/ AR. D.=05 74 ' s
DE R L-158/819
/PERMIT B ND Y YP PIT #3 30.3 AC
71 AC l- ' 1
TOTAL MINE EXCAVATION 85.5 AC
NOR C/O A7 C OLI A S T F
TAILINGS/SEDIMENT PONDS 4.6 AC
DEI NORTH CARO A AT OF
Al i� c/0 STP,TE P oP TY FF E � PROCESSING AREA/HAUL ROADS 11.1 AC
' X.20'WIDE CE R AD YP " f'A D.= 50 55
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CgNC E / ' w %', „ OTHER MISC. AREA 7.5 AC
APP X. C 10 SITE ACCES /' .� / (BERMS, TEMP. DIVERSIONS, ETC.)
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EN VIEW NICHOI_ O O / W/ AT
TOTAL AFFECTED AREA 102.7 AC
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PorTgB'E w ER ET N s /uTl Ns; Li c/ w UNDISTURBED BUFFER 468.7 AC
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REVISIONS
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6/6/2024- REVISED PERMIT BOUNDARY TO
INCLUDE SITE ACCESS EASEMENT
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BUFFER _ __ _........._. _._.._..__._ _____-..__.__ __........ _-------__
500-YR FLOOD PLAIN(TYP
100-YR FLOOD PLAIN(TYP /' PLANT SITE
AFFECTED AREA s �.
PRELIMINARY
CREEK NOT FOR CONSTRUCTION
• \_._ ,...,•.. ,� ,,.,,� \.._._...�r,-r''v. — :' v 1. ~—"`-'-'f ..,\ / BERM C
/'' /` -- — Scale: Drawn by:
1"=800' MTB
Sheet: Designed by-
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LARRY W. �
PAR. -050556� /' MTB Z
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_ _.. Reviewed�
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...1 ' 2 of 19 MTB o
400 0 200 400 800 Project Number: Date: N l!
2022-08 JULY 20.n.
HORIZONTAL SCALE: 1" = 800'

SLOPE TOWARDS PIT CONSTRUCTION SEQUENCE MINING ACTIVITY
30'UNDISTURBED BUFFER(TYP) BERM INSTALLATION
DOUBLE ROW SILT FENCE(TYP) _ 4 I 1. REMOVE ALL TREES, BRUSH
INSTALLATION ///// j SITE ENTRANCE
RAFTING AND DESIGN
I REMOVE ALL TREES, BRUSH EX+ W 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT NCDEQ LAND QUALITY SECTION(252)946-6481.
I I STD N�'j //�,/// 2. INSTALL CONSTRUCTION ENTRANCE ON ACCESS ROAD THAT TIES TO VIEW NICHOLSON ROAD.
i PJ7' 0 SERVICES, INC.
SLOPE TOWARDS PIT GROUND O U I V D BOTTOM WIDTH 3. UPGRADE ACCESS ROADS PER PLAN.
50,
4. INSTALL SILT FENCE ALONG ACCESS ROAD PER PLAN.
BERM 5. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING,AND GOOD GROUND COVER 6728 CARBONTON ROAD
ETLAND BOUNDARY(TYP) I I 3 3 ON FILL SLOPES IS ESTABLISHED.
� Sanford, North Carolina 27330
[phone] phone
4 NOTE PHASE 1 -SITE CONSTRUCTION [e-mail] � '
1. SEE PLAN SHEET FOR WIDTH HEIGHT DETERMINED BY SIDE SLOPES. 1. INSTALL SILT FENCE BELOW ALL DISTURBED AREAS WITH SILT FENCE OUTLETS IN LOW AREAS.
20'BOTTOM WIDTH 2. WIDTH INDICATED ON PLAN IS BOTTOM WIDTH. 2. INSTALL SEDIMENT BASINS IN MINING PHASE AREA FOR CLEARING AND BERM INSTALLATION.STABILIZE AND SEED ALL SLOPES
WETLANDS PIT 3, SEED PER TEMPORARY/PERMANENT SEEDING SCHEDULE. IMMEDIATELY.ONLY CLEAR AS NECESSARY TO INSTALL BASINS,MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL
I ( 4. NATURAL VOLUNTEER VEGETATION SHALL REMAIN.
5. BERM ENDS SHALL BE 4:1 SLOPES LIKE SIDE SLOPES. GOOD GROUND COVER IS ESTABLISHED.
6. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION 3. INSTALL TEMPORARY DIVERSIONS.STABILIZE AND SEED ALL SLOPES IMMEDIATELY,ONLY CLEAR AS NECESSARY TO INSTALL
TO AID IN THE ESTABLISHMENT OF VEGETATIVE COVER. DIVERSIONS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING,AND GOOD
NOTE 7. ALL EXPOSED AREA SHALL BE STABILIZED BY ESTABLISHING GROUND COVER ON FILL SLOPES IS ESTABLISHED.
1. SEE PLAN SHEET FOR WIDTH HEIGHT DETERMINED BY SIDE SLOPES. PERENNIAL VEGETATIVE COVER. 4. INSTALL PERMANENT BERMS AROUND PIT.
2. WIDTH INDICATED ON PLAN IS BOTTOM WIDTH. 5. ONCE BERMS ARE COMPLETE AROUND EXCAVATION AREA AND ARE STABILIZED AND SEEDED. MAINTAIN SILT FENCE UNTIIL THIS
3. SEED PER TEMPORARY/PERMANENT SEEDING SCHEDULE. MAINTENANCE ACHIEVED. REMOVE TEMPORARY DIVERSIONS ONCE POSITIVE DRAINAGE IS ACHIEVED TO THE PIT. MAINTAIN ALL DOWNSTREAM
4. NATURAL VOLUNTEER'VEGETATION SHALL REMAIN.
5. BERM ENDS SHALL BE 4:1 SLOPES LIKE SIDE SLOPES. 1. INSPECT ALL PERIMETER BERMS ONCE A WEEK AND AFTER EVERY Y UNDISTURBED BUFFER(TYP) DIVERSIONS AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED.
6. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION RAINFALL, IMMEDIATELY REPAIR ERODED SLOPES, RESTORE EXTERIOR BOUNDARY 6. ONCE GOOD GROUND COVER IS ESTABLISHED AND NO RUTTING OF SLOPES IS OCCURRING REMOVE ALL EROSION CONTROL MEASURES
TO AID IN THE ESTABLISHMENT OF VEGETATIVE COVER. ERODED SLOPES TO THEIR ORIGINAL CONDITION AS SHOWN ON WHILE MAINTAINING SILT FENCE ON DOWNSTREAM SIDE.
7. ALL EXPOSED AREA SHALL BE STABILIZED BY ESTABLISHING THIS DETAIL AND RE-ESTABLISH VEGETATION. 0'WIDE VEGETATIVE BERM(TYP) T MINE EXCAVATION WILL START IN SEDIMENT BASINS AND ALL DRAINAGE WITHIN PIT LIMITS SHALL BE DIRECTED IN TO THE:PIT,3
PERENNIAL VEGETATIVE COVER. EXTERIOR BOUNDARY AFFECTED AREA(TYP) 8. PIT AREAS WILL BE BERMED AND DRAINED TEMPORARILY FOR EXCAVATION.
H=6.0 FT 132.2 AC+!- 9. MAINTAIN SILT FENCE AFTER MAJOR RAIN EVENTS.
MAINTENANCE BW=50,.0 FT 10. STABILIZE AND SEED ALL DENUDED AREAS IN WHICH WORK WILL NOT RECOMMENCE WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS.
PERIMETER VEGETATIVE BERM TYP
TW=2,0 FT `"-"•� '/ r 11. GALL NCDEQ LAND QUALITY SECTION FOR INSPECTION(252)946-6481.
1. INSPECT ALL PERIMETER BERMS ONCE A WEEK AND AFTER EVERY
SIL7E SLOPES-4s1 '
RAINFALL. IMMEDIATELY REPAIR ERODED SLOPES, RESTORE NTS M
ERODED SLOPES TO THEIR ORIGINAL CONDITION AS SHOWN ON r "-" -- - - r PHASE 2-MINING
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THIS DETAIL AND RE-ESTABLISH VEGETATION. 50'UNDISTURBED BUFFER(TYP 0'WE VEGETATIVE BERM(;TYP) �---- �-
EXTERIOR BOUNDARY rEXTERIOR BOUNDARY ....._ 1. BEGIN MINING ACTIVITIES.
2. AS EXCAVATION AREA IS EXPANDED POSITIVE DRAINAGE TO BE MAINTAINED TO EXCAVATION PIT.
INTERNAL WETLANDS BOUNDARY VEGETATIVE BW=50 0 FT - I I 3. SITE WILL BE MINED FROM SOUTHERN MOST PIT/AREA OF PIT TOWARDS NORTHERN END WHILE RECLAMATING SLOPES AS THE MATERIAL.
j12 8"FT....... IS MINED.
CROSS-SECTION /� SIDE SLOPES=4:1
BUFFER/BERM ::+ : is 4 TEMPORARY SEED STOCKPILE AREAS THAT WILL BE DENUDED FOR 30 DAYS OR MORE
� 5. MAINTAIN ALL EROSION CONTROL DEVICES WEEKLY AND AFTER MAJOR STORM EVENTS.
NTS 4\ , SB#3 } 6. CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION(910)796-7215.
PROPERTY/PERMIT BOUNDARY(TYP 671.4 AC
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sue- MINE EXCAVATIO
UTURE PORTABLE._, -..... B#3
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APPRX, LOCATION TD 20 p 2+
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PUTUR , ..., +, ✓ r r 30``bNDISTURBED FFiER(TYP)`y r„ r
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APPRX✓LOCATiO r MINE EXCAVATION 85.5 AC
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TD 16
TD 2
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TD29&3
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4,-HIGH P DINT
% CL
IGH POINT '
OUBLE SILT FEJCE.(TYP) , 20'WIDE VEGETATIVE BERM(TYP)
*s ALONG WFxTLI S ✓ \ INTERIOR PROPERTY T IZ¢QUNDARY
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INTERNAL
20'V1f11pE VEGETATIVE BERM(7YP 'I
INTERIOR`PROPER`fY PIT BOUNDARY ? ` ti, H=3':0 FT
_ PIT #2 \ �, - \, + EXTERNAL D AI NAGE= 14.4 AC ...
,
\`- I BW-�5.0 FT
H=34 FT e✓ ✓ ✓ :
/ 3 TW=b:,O FT /
BW=25 0 FT TD 1 i
9.0 A� �\` ,� } TD SIDE S1 C�PES=4:1
.,� ✓ TW0.O..FT'• .;r 1 -. v. TD 12 17 v
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REVISIONS
PROPOSED DIVERSION TABLE /
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TLAN S OUTLET PROTECTION r
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CHANNEL ID CHANNEL SLOPE SIDE SLOPES BOTTOM WIDTH CHANNEL DEPTH TEMPORARY LINING PERMANENT LINING LINING DEPTH SB#3
TD#9 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS 6/6/2024 REVISED PERMIT BOUNDARY TO
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TD#10 0.0% 3.1 2.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS -' INCLUDE SITE ACCESS EASEMENT
` 20'WIDE VEGE Tl E�ERM(TYP +� � Td7 11
TD#11 0.0% 3:1 1.5 FT 2.0 FT NAG BC75BN BERMUDAGRASS -
INTER R PROPER P '"IBbUNDAR'Y-. , \;r ✓ \ r J-HOOK W/SILT FENCE OUTLET
/ ✓
Cm
TD#12 OA% 3:1 4.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS TD 10&11 TD 0 - `, _... ......... .... _.._ _ _ .-..._..
F�"- :0 FT _----- --
TD#13 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - I a "
HIGH POINT �- y
W-25.0 FT �z nu v ✓
TD#14 0,0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - "' ,:,+,, ' _ - SILT FENCE OUTLET ® _.._._............... ._.._. -_........._. _..___.... _. __.... _...._......
W .�TFT + nx n
TD#15 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS 'w ..._
--_--_-
, SIDE�L E�=4i1........ ,\; ` j ,, ____�_____________ : +� \✓ ,j \✓ i
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TD#16 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS \\\\
TD#17 0.0% 3:1 0.0 FT 2.5 FT NAG BC75BN BERMUDAGRASS - \ _..._. _._.....__ . _.._-.._.................__ -.. ._.___.._. . ._
TD#18 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS \ ✓ I r / ✓ ✓ LEGEND
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j + TD 10
0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS I
TD#19 �". ,qN ��
TD#20 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS \ < ....... ti , SB#3A PERMIT BOUNDARY
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TD#21 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS �`""� _ - -
TD#22 0.0% 31 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS
TD#23 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - __ ___ _._ _.. _...�.... .............
TD#24 0.0% 3:1 &0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - \' r � %' � '•,
EXISTING CONTOUR v
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TD#25 0.0% 3:11 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - TE N#3
g` f ''. - \✓ i i.... ' \14==8 0'T P WETLAND
�j1 •' R© TIO
TD#26 0.0% 3:11 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - /` " .........._.__.._._..... ._ ._..__ .........._._. _............ _.
�; y
TD#27 0.0% 3:11 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS W�6.0'MATCH CH NEL
TD#28 0.0% 3:11 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - _ ✓ !' d=18'.'. r r
TD#29 0.0% 3:1I 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS BUFFER
, E STONE OJ=C:LASS,�
TD#30 0.0% 3:11 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS
1
TD#31 0.0% 3:11 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS
✓ LF'4 HDP AFFECTED AREA _ _ _ ._,
*,' I
00
INSTALL CHECK DAMS IN CHANNELS °
,
Oil
36 E 0
,
t
., ., CREEK
N11, \, ✓ i ✓ / is / / i s e` PRELIMINARY
PROPOSED BASIN TABLE
BERM NOT FOR CONSTRUCTION
BASIN ID TOP BOTTOM POOL TOP BOTTOM VOLUME VOLUME WEIR WEIR WIER RISER BARREL RISER SKIMMER SKIMMER BAFFLES
DIM DIM DEPTH EL. EL. REQUIRED PROPOSED LENGTH DEPTH LINING SIZE SIZE BASE ORIFICE SIZE \ ✓ \ � -___�__. __�. ___�
� o
SB#3A 73X146 5$X116 3 9.0 6.0 10,4410 SF 23,559 SF NA NA NA NA NA NA NA NA NA " P®ND
SB#3B 1OIX202 86X172 3 9.0 6.0 20,7010 SF 49,263 SF NA NA NA NA NA NA NA NA NA
SB#3C 61X122 46X96 3 9.0 6.0 7,0201 SF 16,423 SF NA NA NA NA NA NA NA NA NA _ __ ________ Scale: Drawn by:
SB#3D 68X136 53X106 3 9.0 6.0 8,8201 SF 19,959 SF NA NA NA NA NA NA NA NA NA
SB#3E 101X202 86X172 3 8.0 5.0 20,520 SF 49,263 SF NA NA NA NA NA NA NA NA NA i 1"=200° MTB
SB#3F 79X158 64X128 3 9.0 6.0 12,2440 SF 28,275 SF NA NA NA NA NA NA NA NA NA
SB#3G 59X118 44X88 3 9.0 6.0 6,30i0 SF 14,235 SF NA NA NA NA NA NA NA NA NA z Sheet: Designed by:
SB#3H 42X84 27X54 3 9.0 6.0 2,8810 SF 6,075 SF NA NA NA NA NA NA NA NA NA Q
SB#4A 81X162 66X132 3 9.0 6.0 12,780 SF 29,943 SF NA NA NA NA NA NA NA NA NA MTB CD
SB#4B 37X74 22X44 3 9.0 6.0 2,150 SF 4,335 SF NA NA NA NA NA NA NA NA NA o0
0
SB#4C 43X86 28X56 3 9.0 6.0 3,060 SF 6,459 SF NA NA NA NA NA NA NA NA NA = Reviewed by: o
C of '1 MTB N
SB-SEDIMENT BASIN 200 0 100 200 400 Project Number: Date: N
STABILIZE AND SEED ALL SLOPES IMMEDIATELYPill ?0
SEE DETAIL CROSS-SECTION FOR ELEVATIONS
2022-08 JULY 2tI23
HORIZONTAL SCALE: 1" = 200'

CONSTRUCTION SEQUENCE MINING ACTIVITY
SITE ENTRANCE
RAFTING AND DESIGN
1. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT NCDEQ LAND QUALITY SECTION(252)946-6481,
2. INSTALL CONSTRUCTION ENTRANCE ON ACCESS ROAD THAT TIES TO VIEW NICHOLSON ROAD. SERVICES, INC._-__
3. UPGRADE ACCESS ROADS PER PLAN.
4. INSTALL SILT FENCE ALONG ACCESS ROAD PER PLAN. "`
5. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING,AND GOOD GROUND COVER 6728 CARBONTON ROAD
ON FILL SLOPES IS ESTABLISHED.
Sanford, North Carolina 27330
[phone] phone
PHASE 1 -SITE CONSTRUCTION [e-mail]
..._.
1. INSTALL SILT FENCE BELOW ALL DISTURBED AREAS WITH SILT FENCE OUTLETS IN LOW AREAS.
/ 2. INSTALL SEDIMENT BASINS IN MINING PHASE AREA FOR CLEARING AND BERM INSTALLATION, STABILIZE AND SEED ALL SLOPES
i IMMEDIATELY.ONLY CLEAR AS NECESSARY TO INSTALL BASINS.MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL.
_...-...
GOOD GROUND COVER IS ESTABLISHED.
3. INSTALL TEMPORARY DIVERSIONS.STABILIZE AND SEED ALL SLOPES IMMEDIATELY.ONLY CLEAR AS NECESSARY TO INSTALL
j DIVERSIONS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING,AND GOOD
GROUND COVER ON FILL SLOPES IS ESTABLISHED.
` 4. INSTALL PERMANENT BERMS AROUND PIT.
5. ONCE BERMS ARE COMPLETE AROUND EXCAVATION AREA AND ARE STABILIZED AND SEEDED. MAINTAIN SILT FENCE UNTIL THIS
ACHIEVED. REMOVE TEMPORARY DIVERSIONS AND TEMPORARY SKIMMER BASINS ONCE POSITIVE DRAINAGE IS ACHIEVED TO THE PIT.
MAINTAIN ALL DOWNSTREAM DIVERSIONS AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED.
6. ONCE GOOD GROUND COVER IS ESTABLISHED AND NO RUTTING OF SLOPES IS OCCURRING REMOVE ALL EROSION CONTROL MEASURES
WHILE MAINTAINING SILT FENCE ON DOWNSTREAM SIDE.
-- - 7. MINE EXCAVATION WILL START IN SEDIMENT BASINS AND ALL DRAINAGE WITHIN PIT LIMITS SHALL BE DIRECTED IN TO THE PIT. 3
8. PIT AREAS WILL BE BERMED AND DRAINED TEMPORARILY FOR EXCAVATION.
9. MAINTAIN SILT FENCE AFTER MAJOR RAIN EVENTS.
r
10. STABILIZE AND SEED ALL DENUDED AREAS IN WHICH WORK WILL NOT RECOMMENCE WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS.
11, CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION(252)946-6481.
v
PHASE 2-MINING
X.20'V�IIDE HAUL ROAD(TYP) ., ✓ ✓
U UNDISTURBED BUFFER(;TYP) 1. BEGIN MINING ACTIVITIES.
j EXTERIOR BOUNDARY/ � v 2, AS EXCAVATION AREA IS EXPANDED POSITIVE DRAINAGE TO BE MAINTAINED TO EXCAVATION PIT.
3, SITE WILL BE MINED FROM SOUTHERN MOST PIT/AREA OF PIT TOWARDS NORTHERN END WHILE RECLAMATING SLOPES AS THE MATERIAL
AFFECTED AREA/(TYP) ✓ ✓ ✓ IS MINED.
132.2 AC+/- ---.. 4. TEMPORARY SEED STOCKPILE AREAS THAT WILL BE DENUDED FOR 30 DAYS OR MORE.
y ✓ ✓ ✓ `I / `/ i' ` ` 5. MAINTAIN ALL EROSION CONTROL DEVICES WEEKLY AND AFTER MAJOR STORM EVENTS,
6. CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION(910)796 7215.
/ / ✓ ✓ wi ti
FUTUR B p
sS
SCALE (TYP) #5 - --
�/ / \
APPRX. LOCATION ✓ ILT FENCE(TYP)
/ ..
+ � i
FUTUR
SCALE HOUSE(TYP) TUJ
D40, TAILINGS/SEDIMENT PONDS 4.6 AC
APPRX. LOCATION '`` « `
xn�TD 3
HIGH FFOINT.
(� 6.0 AC
STOCKPILES
MINE EXCAVATION) Z
I
/.
/ FUTURELPORTABt E' ; v ✓ j
............
CONCRETE PLANT(TYP) PROCESSING AREA/HAUL ROADS 11.1 AC
W
APPRX.LOCATION ` i cd
Q
W
G WE F f
a, TIANI:S ✓ / y N/ ✓ALONG 85.5 AC
... :,, TD 311 38 MINE EXCAVATION
HI�H POINT R
«
4
a OTHER MISC EXCAVATION 7.5 AC i11A01
`1' "` i ` ✓ 3f'UNDISTURBED BUKFER(TYP7 % / `" ✓ (BERMS, DIVERSIONS, ETC.)
. '" B#5E
4
NALONG WETLANDS
OUBLE SILT FENCE(TYP) ,' + 20'WIDE VEGETATIVE BERM(TYP) TOTAL AFFECTED AREA 102.7 AC ® '
INTERIOR„PROPERTY PIT BOUNDARY
ALONG�l�FTLANDSy✓.: a i �,. ✓ / , .�.
to 0
r......., ✓,, TD 34 ND AMOUNT
'... '�, •
+
/ •, ```�.'•. _.. � Bw=2,5 o FT '� •, AREAS BONDED AS HIGHER BOND NT
/ -
,
,
' TD 37 '«, `�,,,..,.. ,_,.. . . , `�, ,SIDE SLOPES=4:1 r
+ «
�., ✓ w✓ p ✓ ✓ ✓ ram•
8 L ..-,
OJJ E SIL7;'FEN(CE,,(T�:P
ALONG WETLANDS TD 427/'-,- +' UJ
- , . ✓ �✓ INTERNAL DRAINAGE = 88.3 AC Q
''`•,
q
B#(5B
+
HGHPNTR ti
__, EXTERNAL DRAINAGE- 14.4 AC �
PIT #3B#5F
30.3 AC ..
+
, al
✓ , „ ✓ ✓ ✓
+
,
,4
,
+
+
+
+ +
<`,.., / ✓
11 to- ad
w TD 3
++
LU
20'WIDE VEGETATIVE BERM(TYP I u 5
TD 3� - }
INTERIOR PROPERTY PIT BOUNDARY \ - ✓ ✓
`,V ` 20`WI6E VEOET TIVE1PERM(TYI j'
TD
H=3`0 FT
«� ____ B#5H , EROSION CONTROL LEGEND
'BW=25.0 FTi;" . `-d,NTERIOR PROPERTY PIT BOUNDARY
W= FT✓ -_ TD &36-- -'- v Fi-3.0 FT ✓ `..✓ PROPERTY/PERMIT BOUNDARY(TY
T 00 V V \i; H HP T - TU &4 571
SIDE SLOPES=4:1 :: .. BW 5.0 FT \' HIGH POItJX 4 AC+l-
TW=O`0 FT ✓•....," SB#5 T 4 _ V ;; .;i TOP OF BERM
++
'
SIDE SLOPES-4:1
/ .
SKIMMER BASIN
+
D 3 / B#5A �r I .� ✓ �, i `- SKIMMER
TD32&33 s
BAFFLES
.••'''+ ,'�. ........ iue ..,. 50 UNRIS'[URBEI/BUFFER. YP .......i
/ I *' u
a --c.
DOUBLE 51LT FENCE(TYP ✓ HIGH POINT „ ✓ , _ TD 49 EXTERIOR BOUNDARY SPILL AY
_...
ALONG WETLANDS �� µ TD 46 '•'
+ +
TD 48&49 ROCK CHECK DAMS
V
HIGH POINT . .,, .......-
50'UNDISTURBED BUFFER(TYP
y`
EXTERIOR BOUNDARY `, ` 4i6&47 % SILT FENCE SF
+
`, ✓ v ., i HIGH POINT
D4
H I ,
30'UNDISTURBEp BUFFER(TYP) T 8
` 3 •+. f ALONGWETLANt)S ». TEMPORARY DIVERSION DITCH ---�'
TD 47 REVISIONS
i.
'
,
+++
` SB#5f
.,
'' � , ' ;.. . ✓ •,� w ' � i/ OUTLET PROTECTION
✓ 6/6/2024 REVISE PERMIT BOUNDARY TO
ACCESS EASEMENT
,
+
+
,
' - ... ''.. ✓ �\ �/ J-HOOK W/ SILT FENCE OUTLET _......._........- _.. _...._.....................
INCLUDE SITE AC EM
....... ....
PROPOSED DIVERSION TABLE ` `✓ ✓ ,.. +* SILT FENCE OUTLET Q)
30'UNDISTURBED BUFFER(TYP) _..___ ..__....._.._.___ ._.___..__._______._ ..__.___.___.. _.._... ___ o
CHANNEL ID CHANNEL SLOPE SIDE SLOPES BOTTOM WIDTH CHANNEL DEPTH TEMPORARY LINING PERMANENT LINING LINING DEPTH ca
DOUBLE ROW SILT FENCE(TYP) ,
TD#32 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS _ _
- INSTALLATION '
TD#33 0.0% 3:1 0,0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - LEGEND
I 1. REMOVE ALL TREES, BRUSH `�. _
TD#34 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS
TD#35 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - I I SLOPE TOWARDS PIT �
TD#35 0.0% 3:1 0,0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - SLOPE TOWARDS PIT PERMIT BOUNDARY 4
BERM
TD#37 0.0% 3:1 0.0 FT 2,0 FT NAG BC75BN BERMUDAGRASS - p ^ ^
TD#38 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - WETLAND BOUNDARY(TYP) I I 3 BERM '� `� `� i a
TD#39 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - Z INSTALLATION .LU
..._._.
1 / i,/ // ��,, 1 -----EXIST �! !!%//i /i.//i /i!/i'/
TD#41 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS \
Tp#42 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - I 4 P WETLAND
TD#43 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS GROUND
/ _. ..____ _ -_._ -_.. . - ._..
--"- G R O 11 BOTTOM WIDTH T W W W W Y
TD#44 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - so'
TD#45 0.0% 3:1 0,0 FT 1.5 FT NAG BC75BN BERMUDAGRASS WETLANDS I 20'BOTTOMWIDTH 1 PIT
BUFFER _..._......__.....__. ._ ..__.._..._._. . _.-....
TD#46 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - I I °
11
TD#47 0.0% 3:1 0.0 FT 1.5 FT NAG BC75BN BERMUDAGRASS - I
TD#48 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - AFFECTED AREA
TD#49 0.0% 3:1 0.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS -� _--_-_
NOTE _-____ �
TD#50 0.0% 3:1 2.0 FT 2.0 FT NAG BC75BN BERMUDAGRASS - NOTE 1. SEE PLAN SHEET FOR WIDTH HEIGHT DETERMINED BY SIDE SLOPES.
1. SEE PLAN SHEET FOR WIDTH HEIGHT DETERMINED BY SIDE SLOPES. 2. WIDTH INDICATED ON PLAN IS BOTTOM WIDTH. CREEK N
INSTALL CHECK DAMS IN CHANNELS 2. WIDTH INDICATED ON PLAN IS BOTTOM WIDTH. 3. SEED PER TEMPORARY/PERMANENT SEEDING SCHEDULE PRELIMINARY
3. SEED PER TEMPORARY/PERMANENT SEEDING SCHEDULE. 4. NATURAL VOLUNTEER VEGETATION SHALL REMAIN. BERM + + + + + + + + + NOT FOR !.►QN I RUCTION
4. NATURAL VOLUNTEER VEGETATION SHALL REMAIN. 5. BERM ENDS SHALL BE 4:1 SLOPES LIKE SIDE SLOPES. + + + +F+++++++,
5. BERM ENDS SHALL BE 4:1 SLOPES LIKE SIDE SLOPES. 6. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION _
PROPOSED BASIN TABLE 6. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE ESTABLISHMENT OF VEGETATIVE COVER. POND
°
TO AID IN THE ESTABLISHMENT OF VEGETATIVE COVER. 7. ALL EXPOSED AREA SHALL BE STABILIZED BY ESTABLISHING
BASIN ID TOP BOTTOM POOL TOR BOTTOM VOLUME VOLUME WEIR WEIR WEIR RISER BARREL RISER SKIMMER SKIMMER BAFFLES 7. ALL EXPOSED AREA SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGETATIVE VEGETATIVE COVER. Scale: Drawn b
DIM DIM DEPTH EL. EL. REQUIRED PROPOSED LENGTH DEPTH LINING SIZE SIZE BASE ORIFICE SIZE PERENNIAL VEGETATIVE COVER. --------- ------ --- --- ------- -- y'
SB#5A 61X122 46X96 3 8.0 5.0 7,020 SF 15,423 SF NA NA NA NA NA NA NA NA NA MAINTENANCE
1"=200' MT
SB#5B 58X116 43X86 3 8.0 5.0 6,120 SF 13,659 SF NA NA NA NA NA NA NA NA NA MAINTENANCE
SB#5C 65X130 50X100 3 9.0 6.0 7,920 SF 17,943 SF NA NA NA NA NA NA NA NA NA 1. INSPECT ALL PERIMETER BERMS ONCE A WEEK AND AFTER EVERY U
SB#5D 57X114 42X84 3 9.0 6.0 5,940 SF 13,095 SF NA NA NA NA NA NA NA NA NA 1. INSPECT ALL PERIMETER BERMS ONCE A WEEK AND AFTER EVERY Sheet: Designed by:
3 9.0 5.0 8 460 SF 13,095 SF NA NA NA NA NA NA NA NA NA RAINFALL. IMMEDIATELY REPAIR ERODED SLOPES, RESTORE RAINFALL. IMMEDIATELY REPAIR ERODED SLOPES, RESTORE ��� T
SB#5E 67X134 52X104 ERODED SLOPES TO THEIR ORIGINAL CONDITION AS SHOWN ON MTB
SB#5F 45X90 30X60 3 8.0 5.0 3,420 SF 7,263 SF NA NA NA NA NA NA NA NA NA ERODED SLOPES TO THEIR ORIGINAL CONDITION AS SHOWN ON THIS DETAIL AND RE-ESTABLISH VEGETATION. -- a
SB#5G 81X162 66X132 3 8.0 5.0 12,780 SF 29,943 SF NA NA NA NA NA NA NA NA NA THIS DETAIL AND RE-ESTABLISH VEGETATION. o
SB#5H 46X92 31X62 3 8.0 5.0 3,600 SF 7,683 SF NA NA NA NA NA NA NA NA NA Reviewed by: o
SB#51 50X100 35X75 3 8.0 5.0 4,500 SIF 9,483 SF NA NA NA NA NA NA NA NA NA CR Of 11 MTB N
SB-SED/MENTBASIN INTERNAL WETLANDS BOUNDARY VEGETATIVE PERIMETER VEGETATIVE BERM (TYP) 200 0 100 200 400 Project Number: Date: - N
STABILIZE AND SEED ALL SLOPES IMMEDIATELY BUFFER/BERM CROSS-SECTION NTS
SEE DETAIL CROSS-SECTION FOR ELEVATIONS
2022-08 JULY 2i�ti
NTS HORIZONTAL SCALE: 1° = 200'

^
i '

PROPOSED MINING AREAS
RAFTING AND DESIGN
PIT #1 46.2 AC
0 SERVICES, INC.
PIT#2 9.0 AC
6728 CARBONTON ROAD
ROPERTY/PERMIT BOUNDARY(TYP)
571.4 AC PIT#3 30.3 AC Sanford, North Carolina 27330
- [phone] phone
TOTAL MINE EXCAVATION 85.5 AC
TAILINGS/SEDIMENT PONDS 4.6 AC
PROCESSING AREA/HAUL ROADS 11.1 A
.. ............
OTHER MISC. AREA 7.5 AC
(BERMS, TEMP. DIVERSIONS, ETC.)
TOTAL AFFECTED AREA 102.7 A
. ...... UNDISTURBED BUFFER 468.7 AC
........... ............. PERMIT AREA 571.4 AC
ACCESS ROAD(TYP)
TO REMAIN FOR PIT DISTURBED AREAS
V "V
"_�,/ ACCESS FOR MAINTENANCE
.,v 4.6 AC
TAILINGS/SEDIMENT PONDS
N/
V
6.0 AC
STOCKPILES *
V
(INSIDE MINE EXCAVATION)
:1 MAX SLOPE ABOVE WATER LINE
TO BE VEGETATED
-r ATE(TYP) PROCESSING AREA/HAUL ROADS 11.1 AC
PIT ACCESS FOR MAINTENANCE
:1 MAX SLOPE BELOW WATER LINE
..................
TO 10 FT BELOW WATER LEVEL
MINE EXCAVATION 85.5 AC
..............
ASSUMED WATER LINE(TYP)
APPRX. EL=6'
♦
OTHER MISC EXCAVATION 7.5 AC UJ
(BERMS, DIVERSIONS, ETC.)
+
STRAND BARBED WIRE FENCE(TYP)
ARNING SIGNS ALONG FENCE TOTAL AFFECTED AREA 102,7 A
EMPORARY DIVERSION(TYP)
*
+++ TO BE REMOVED DURING MINING ACTIVITIES,,./� EDIMENT BASIN(TYP) AREAS BONDED AS HIGHER BOND AMOUNT A
411 01
TO BE REMOVED DURING MINING ACTIVITIES ILI
20"VEGETATIVE BERM(TYP)
TO REMAIN
V NIV
INTERNAL DRAINAGE 88.3 AC
EXTERNAL DRAINAGE= 14.4 AC
r .
P.
"V h
..........
+
no 019
♦
00
LU J Z
411
+ ...................
0 ui...........
VV
...........
W 0
\V
SILT FENCE(TYP) V N/
TO BE REMOVED DURING MINING ACTIVITIES
3: 0 SILT FENCE(TYP PIT#3
LAKE ACREAGE=28.6 AC ✓ V
TO BE REMOVED DURING MINING ACTIVITIES
♦
V 303 AC TOO OF WATER EL=6'(APPRk). W
STABLIZE AND SEED ALL SLOPES
PIT SEEDED AREA=11 AC
♦
............
son
...........
♦
>
EROSION CONTROL LEGEND
N/
N/
TOP OF BERM
+ +
SKIMMER BASIN
SKIMMER
4;Jrg_
'-BAFFLES
\V .......
IV v 1 ✓ SPILL AY
/ �v
ROCK CHECK DAMS
0
...........
SILT FENCE SF
SEDIMENT BASIN(TYP + ++
\✓ 1V
TO BE REMOVED DURING MINING ACTIVITIESv
V
. ..............
N/
--jv REVISIONS
TEMPORARY DIVERSION DITCH
000 & OUTLET PROTECTION
...........
...... ...... ............... .......... ...............
...... REVISED PERMIT BOUNDARY TO
NV 616/2024
INCLUDE SITE ACCESS EASEMENT
J-HOOK W/ SILT FENCE OUTLET
...........
C14
---- . ................. ---------
SILT FENCE OUTLET -- ----- .. ..
.........------
LEGEND
N/
......................------- ------------
----------
".V N/ PERMIT BOUNDARY
EXISTING CONTOUR ............
.............
(r
.......... .............
WETLAND
BUFFER
AFFECTED AREA
BERM 4
L7//
..
PRELIMINARY
WATER LEVEL(APPROX.) NOTES:
CREEK.............
NOT FOR CONSTRUCTION
NOTES: BERM
OVE, RBLIRbE'N;�'�'; 1+
TOPSOU I SITE TO BE RECLAMATED TO MEET ANY APPLICABLE LOCAL JURISDICTION REQUIREMENTS AND THE NCDEQ MINE
REQUIREMENTS.
3:1 MAX SLOPE ABOVE WATER LINE PERMIT RECLAMATION BOND REQUIRE
REQUIRED TO BOND THE RECLAMATION OF THE TOTAL
7 POND
2. AS PART OF THE NCDEQ MINE PERMIT THE OWNER IS RE
7
QUIRED AMOUNTS.
3:1 MAX SLOPE BELOW WATER LINE AT MIN 20' PROJECT BASED ON THE STATE MINING PROGRAM RE
Scale: Drawn by-
HORT.AND 10'VERTICAL DISTANCE 3. TOPSOIL STOCKPILE MATERIAL SHALL BE USED TO PROVIDE FERTILE SOIL DURING RECLAMATION TO AID IN THE
DEPOS(f
MTB
ESTABLISHMENT OF PERMANENT GROUND COVER. UNUSED TOPSOIL MATERIAL IN THE STOCKPILE AREAS SHALL
1"=200'
ALL DENUDED AREAS ABOVE WATER LINE TO BE REGRADED PER DETAIL TO PROVIDE STABLE SLOPES.ALL SLOPES SHALL BE PERMANENTLY STABILIZED AND
BE VEGETATED PER SECTION 919 QUARRY OF
SEEDED. Designed by: Q)
ZONING ORDINANCE. z Sheet:
0 MTB 00
/* = Reviewed by.
C;6 of lip MTB
PIT SIDE WALL RECLAMATION (TYP) 200 0 100 2010 400 Project Number: Date: N.
WINNOW— I
NTS 2022-08 JULY 2023
'Mom HORIZONTAL SCALE: 1"' = 200'

^ .
, , , - : I -11.
, —
, ,
, i
"I", i ; ­­ , , , ; �
. / � `11_1­1 o ; 11 / , \, "I I , i � --l"',IV V 11 -,,.-,
" , / I � ­...I—_ "'11.1. 1' __.- \1
, , I � , .11. . I 11 \ . \t I -, "' -1-1.11,11-11" ,/ "", , F'
'1 I, , I \ ........... 00 i I, V, 11 I ,"I i, I;
I : . I , "I" 11 ­ ;
; I I , ­'­' - ;1 "I'll" ;; I/ I \1 \�,
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; ! I ( 1, _� "I -­­ '­­_1 ; ,I "I" ....11., 1_ -.111.1,1, _,/ ____� i -
\ . �_� . I . -/' ,I, Z?
I......I _ I \...... (.\ \ I I "11-11.11 \ ­-.1.1- > ,/ -, " ­ - _­­11,11 '­­_­.1_ ­.", ,"111 ,', \1 , 1� . 6728 CARBONTON ROAD
i " , � � _5 " 11 I /.!,- I llm=�­­, I/ I—-....11.11 11 I'll I "I I
1 \ ) _­_ x " .... ", .11-111.1..-
I I.....// "--/ I %_ I I 11
I 0-00 ; - (
..:,�.. 11- , ­­ _, ; \ / ; .� "', 11", I I—_ ...4, __ 1-_ \�, ; 11, V I-
, ­ . I ...... ,,, DA\#1 16 1 \ � I ; V __ - I I/ '11-1... , I v(_.___�/____",r) e,t/ I'V, ,V \1/ -1 I 1�11 \V / I / /,,
/ 1, 11, /",', ­, �...... 11 , , 1�/ \ 2
,�,­, " I I 'V� 1V I I
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