HomeMy WebLinkAbout20230825_Mine_Map W
J
j \LC��RS BRANCH R O A D
P
c�
SITE DATA
Q MINE NAME: LANE SAND MINE(NCDEQ MINING PERMIT TBD)
SITE ADDRESS: 7555 US HWY 17 NEAR PILCHERS BRANCH ROAD,
HOLLY RIDGE, NC 28445
PROPERTY OWNER: JAMES LANE AND HILARY MAREADY
MINE 103 HIDEAWAY SHORES RD
HAMPSTEAD, NC 28443-2557
(910)789-4581
PARCEL: 0554671 PIN:425903234489 (18.2 AC ZONED RA)
NOTE:THE 1 AC HB TRACT IS NOT PART OF SUP
N , :»
t.
I ?` SOURCE DEED: DB 5754 PG 757
123 �� � FIRE DISTRICT: TURKEY CREEK VOL. FD/4(FIRE MARSHALL:910-989-3143)
rr,✓
Q i ZONING: RA (RESIDENTIAL AG.)
PROPOSED USE: SAND MINING(SPECIAL USE PERMIT)
s N C. HIGHWAY 172
j � RZ +
++ ` �, FLOOD NOTE:
I zui THIS TRACT DOES NOT LIE WITHIN A DESIGNATED FLOOD ZONE,ACCORDING TO FEMA
[ f FIRM COMMUNITY MAP NUMBER 3720425900K, BEARING AN EFFECTIVE DATE OF JUNE
j lcY, rj 19,2020. THE SITE DRAINS INTO UNNAMED TRIBUTARY TO STONES CREEK,THE STONE
BAY WATERSHED,AND WHITE OAK RIVER BASIN.
STATE OF NC GAMIELANDS
PARCEL 008520 ' r� r ``, SURVEYOR:
250 AC f f BENJAMIN C. BROWN, PLS WILMINGTON, NC (910)471-5454
DB 2511 PG 847 r ,` / r `� GEORGE DELIGNE
VICINITY MAP HB HIGHWAY BUSINFSS : r�f°�/ PARCEL 061094 WETLANDS:
/ r d �,.: 9.54 AC ,
� f / ��'-���� TERRAIN ENVIRONMENTAL CONSULTING, PLLC WILMINGTON NC (910)512-1253
NTS DB 1626 PG 340
fr r' ''rr ti < USACE WETLAND AGENT- EMILY GREER, WILMINGTON DISTRICT OFFICE
fr / ✓f� 1 °S ,,""�
ONSLOW CO. SEC. 9.13.E NOTES:
a. Security fencing, a minimum of six (6)feet in height, shall be provided
abandoned operations to prevent
„Ma- _ � around the perimeter of both existing and aban
„ 4 p g P p
x _ 3 r,-
,
r . (,.
r
� unauthorized access to the site.
° . . b. Operations o the site including blasting,the use of mechanical
r y, 11 ,
� a ,r, p 9 g
-,
equipment, and processing, are prohibited between sunset and sunrise.
. ,, . _. a C.
I unpaved shall be maintained m a manner,which
All aved storage areas sh
.� e � ,. Ep 9
k r
:s
adjacent properties.
x_ ., prevents duet from adverse) impacting ad,
`1
n � I d he entire exterior perimeter of
d. A Type D buffer shall be provided around t I I
u i
L
r
r Yp P
,
< permitted o access
x ,. . ., the site re use. Breaks m the buffer are erml to for
ra- , regardless of adjacent u Br
` g P
a x 1
J
f u 4
is .. -,<. , -,..... ,. ,. ,' ,.:
site, right-of-way at the location of a
: to the I e and along an adjoining railroad n ht w e a
«.
x
9 1 g g
siding used t e to he site.
s o provide service t p c /
of he following:
Mining and/or Quarrying Definition.An operation engaged rn an t r : r
L ,
„s r
� 9 Y pY 9
`y f
r o facilitate or accomplish the
c
1. The breakingof the surface soil m order t
H u STON
ES CREEK f
p
,_,. .: a Y..
extraction es r other solid matter or
_ ,
xtra tion or removal of mineral or o o e
a <
., ,t r
3
MINE:: w S AH W ,
t
. 2. An a process constituting all or art of a process for the
-�. activity or cess o
STONE BAY WHITE AK
t
a other solid matter from heir
extraction or removal of minerals ores soils and t t
TER WA S »
HED Federal d State regulations.
original location. II operations must follow all Fed ra an
,
9 P 9
d
I
_. „I I 1
OS N INE P ..
RO l
rfl I
JAMES LANE ,
_,..wo7
PARCEL 055467
.: , 18.2 AC
B 5754 PG 757
,,.,..� B 39 PG 146
,. w.-. n... s xtgtpw�„ " y ✓... '.<,. .. ,:. , is
,�:.,
RA RESIDENTIAL AGRICULTURE
URE, ,
a
r
f ,
e
LA f w
., .. $' may' '•--. 1 t..
rs�,ny sae• .:, t -.. T.. _
s« , All
,,. c�i�1 kI'�G DRI
_ IL _ f.� T BE PAVE
AN ,
. 41r t
�t.
i _ PARCEL 040866
Pc
1.1 AC
u A,
«
rj,04 r
D r B 5754 PG 757
A y AY BUSIN SS, , b w- HIGHWAY HIGHW E
N
a
S c
i
Wq
4
S5 FT S
Jf
t
>5 r �� a ,. ,,
� , . . , , , ,7 �4., V
_rs �
„_.._. „_.. .,_. _...r.
GS MAP
U S
NTS
. . ,"l.c ! ✓,r. 1. 6.
RY LLC
4 k PARCEL 008520
30.2 AC
DB 1267 PG 467 PARCEL 159085
�s
-9E-HIGI-I°nJAY BI-)SINESS 52.27 AC
PB 54 PG 117
RA-RESIDENTIAL AGRICULTURE
, 1
f '
MINE GENERAL NOTES:
1. BOUNDARY AND TOPOGRAPHY INFORMATION HAS BEEN TAKEN FROM ONSLOW COUNTY
GIS, NC ONE MAPS, BOUNDARY SURVEYS, AND WETLAND SURVEYS BY SURVEYOR LISTED.
2. ALL RUNOFF FROM THE EXCAVATION AREA SHALL REMAIN WITHIN THE EXCAVATION PITS.
NO OFFSITE DEWATERING PERMITTED.
3. EXCAVATION, OPERATION, AND RESTORATION ACTIVITIES WILL NOT INTRODUCE ANY FILL,
STOCKPILES, WASTE-PILES, OR NON-MOBILE EXCAVATING OR PROCESSING EQUIPMENT
HORIZONTALLY BEYOND THE PERMIT BOUNDARY OR VERTICALLY ABOVE THE C
PRE-DISTURBANCE GRADE. CATEGORY AFFECTED ACREAGE
4. NO OFFSIITE GENERATED WASTE SHALL BE DISPOSED ON THE MINE SITE WITHOUT
WRITTEN APPROVAL FROM THE NCDEQ DEMLR LAND RESOURCES OR WASTE Tailings/Sediment Ponds GRAPHIC SCALE
MANAGEMENT DIVISIONS. CONTACT LOCAL NCDEQ OFFICE AT (910) 796-7215. SHEET INDEX
Stockpiles 0.10 100 0 50 100 zoo 400
5. SUNRISE - SUNSET (lam -6pm Typ.) SHEET DESCRIPTION
Wastepiles 0
6. NO NIGHT WORK OR LIGHTING PLAN NEEDED. CM-0 COVER SHEET AND PROPERTY MAP (IN FEET)
Office Area / Haul Rds 0.80 CM-1 MINING PLAN & DETAILS 1 inch= 100 ft.
7. SOLID WASTE WILL BE HAULED OFFSITE TO LOCAL WASTE FACILITIES (NO TRASH CM-2 RECLAMATION PLAN
SERVIC:E). Mine Excavation 5.20
8. INTERNAL ACCESS ROADS LEADING TO ANY PART OF THE OPERATION SHALL BE Other (Unexcavated Areas) 0.90 AUG 2 5 2023
CONSTRUCTED WITH GRAVEL, ASPHALT, OR CONCRETE SURFACE AND SHALL BE
MAINTAINED IN A MANNER THAT LIMITS DUST. (REF. ONSLOW CO. CODE SEC 9.13.F) Total Affected Acres (Disturbed)* 7.00 LAND QUALITY
MINING PROGRAM
NOTE: NCDEQ REQUIRES DUST LIMITS BY USE OF A WATER TRUCK ONSITE.
Permitted Acreage 19.20
DATE: 4/15/23
OD D ,������"'�����,,, LANE SAND MINE
\��`o. .CAROB
o L�� PROJECT ID: 2023-12
LANE SAND MINE
�
;'��e�oFEss/o° � '/; STATE MINING PERMIT SCALE:
�9
r = James Lane 1 (910) 789-4581
A� c � REVISIONS:
034354 _ CM-0
_
10�~ �9Fs ."J'.... CD�;�� COVER SHEET AND PROPERTY MAP --- ----
1 p� 2 6 4 '1� L�,���BRAi i��`���\7126123 1 of 3
MINE GENERAL NOTES:
1. BOUNDARY AND TOPOGRAPHY INFORMATION HAS BEEN TAKEN FROM ONSLOW COUNTY GIS, NC STEEL POST
ONE MAPS, BOUNDARY SURVEYS, AND WETLAND SURVEYS BY SURVEYOR LISTED. 8'MAX.STD.STRENGTH FABRIC W/WIRE FENCE I 50' UN
If OR 6'MAX LENGTH WITHOUT WIRE FENCE 0
BUFFER ER
w
2. ALL RUNOFF FROM THE EXCAVATION AREA SHALL REMAIN WITHIN THE EXCAVATION PITS. NO
��` _ TOP STRAND MIN.#14 GAUGE 0 24-ft
OFFSITE DEWATERING PERMITTED. _
Z BUFFER, (
z Lu
STAY
sm
3. EXCAVATION, OPERATION, AND RESTORATION ACTIVITIES WILL NOT INTRODUCE ANY FILL, - AND LINE IRES IN.# 4 GiAGE 0
STOCKPILES, WASTE-PILES, OR NON-MOBILE EXCAVATING OR PROCESSING EQUIPMENT Q
o �\ \�i WETLAND ( HAUL
HORIZONTALLY BEYOND THE PERMIT BOUNDARY OR VERTICALLY ABOVE THE PRE-DISTURBANCE //\//\ TOP OF MINING AREA=68't ROAD
GRADE. ° /\�/ // // // kmnl
z4. NO OFFSITE GENERATED WASTE SHALL BE DlISPOSED ON THE MINE SITE WITHOUT WRITTEN / / z / / / / / i i . - I i-�II _ v -\\ \ \ \ \ \ \ \ _ �.... G.WATER LEVEL-65'+ Lu
APPROVAL FROM THE NCDEQ DEMLR LAND RESOURCES OR WASTE MANAGEMENT DIVISIONS. \ \\ \\ BOTTOM STRAND MIN.#14 GAUGE �= a
CONTACT LOCAL NCDEQ OFFICE AT(910)796 7215. Z� \\ /�` �/ \� b I� I 0o
xx
5. SUNRISE-SUNSET(7am-6pm Typ.) \\ - - -
,J 'I -
X 8"TRENCH LINED W/12" -_ MAX.BOTTOM
6. NO NIGHT WORK OR LIGHTING PLAN NEEDED.
OF FABRIC AND
COMPACTED FILL ON TOP
7. SOLID WASTE WILL BE HAULED OFFSITE TO LOCAL WASTE FACILITIES (NO TRASH NOTES:
1. WIRE FENCE(IF USED))SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH RECLAMATION(NOTES:
SERVICE). n \�` / \ OPENING OF 6-INCHES.
1 2. SYNTHETIC FILTER FAIBRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFIN'S OR 1. RECLAIM SLOPES TO 4:1 OR FLATTER.
2. MIN.WATER DEPTH IS 4 FT.
8. INTERNAL ACCESS ROADS LEADING TO ANY PART OF THE OPERATION SHALL BE O C/� POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CTED WITH GRAVEL ASPHALT OR CONCRETE SURFACE AND SHALL BE P P / CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN 3. VEGETATE PER PERMANENT SEEDING AND MULCHING SPECIFICATIONS.
CONSTRUCTED O � \
MAINTAINED IN A MANNER THAT LIMITS DUST. (REF. ONSLOW CO. CODE SEC 9.13.F) ,\� OQ \ ULTRAVIOLET RAY INHIIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
/ 3. SEETHE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
NOTE. NCDEQ REQUIRES DUST LIMITS BY USE OF A WATER TRUCK ONSITE. INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
� Q'
TYPICAL CROSS-SECTION OF PIT
'' SILT FENCE DETAIL NOT TOSCALE
NOT TO SCALE
(� /, y
Vrn`�
V�
50-FT COUNTY MINE SETBACK
SEQUENCE OF MINING OPERATIONS
Al
FROM PROPERTY LINE
� 'cT ,TYP.
\ c,
1. OBTAIN NCDEQ MINE PERMIT. OBTAIN ONSLOW COUNTY SPECIAL USE PERMIT AND ANY
v
' �� � \ �' �� OTHER LOCAL OR STATE PERMITS.
_
2. PAVE EXISTING DRIVEWAY ENTRANCE AT US 17 TO PROPERTY LINE OR END OF ROW WITH
WIDER 50-FT RADII.
y �, / � � -y y ., � 3. INSTALL LOCKED GATE AT MINE ENTRANCE AND POST MINE SIGN TO INCLUDE "LANE SANE
� y � MINE" WITH STATE PERMIT�#_TBD_POSTED FOR THE PUBLIC.
4. SURVEY AND LOCATE MINE BUFFER FROM WETLAND LINES AND STAKE EVERY 100-FT IF
NECESSARY TO VISUALLY SEE POSTS. DELINEATE WITH SILT FENCE PER MINE MAPS, LOCATE
=� OTHER SETBACKS IN ORDER TO INSTALL SECURITY FENCE.
- � SILT FENCE, TYP.( � ` 5. BEFORE EXCAVATION OF SAND AND WASTE MATERIALS, PREPARE HAUL ROADS AND MAKE
SEE DETAILS \ `' v ,r _�., SURE ALL SEDIMENT RUNOFF MEASURES ARE IN-PLACE TO PREVENT OFFSITE
SEDIMENTATION.
K �V
i ��
�Fr� FROM
MINE AND 6. PREPARE AREAS FOR EXCAVATION AND BEGIN THE PHASED MINING PITS PER THE MINE MAPS.
°
FROM WETLAND �
_ lit LINE,TYP.
J )9 -
` 7. INSTALL "OPEN PIT"WARNING SIGNS AROUND PERIMETER OF PIT(S) AND ENSURE NO PUBLIC
�.
- y FINAL TOP OF POND PERIMETER 5, ACCESS IS EASILY ACCESSIBLE FOR SAFETY AND LIABILITY. REFER TO SECURITY FENCE ON
PLANS.
, 1
v y FINAL WATER LEVEL PERIMETERS `\
8. WATER RUNOFF TO FLOW INTO EXCAVATION PIT. DEWATERING OFFSITE
211
y �\ MAINTAIN ALL STORM
WATER
PHASE 3 IS NOT PERMITTED.
\ y E PIT X
\ � � X. PONDS A N
�r 9. MAINTAIN 4:1 SIDE SLOPES AROUND THE PERIMETER OF THE FINAL LAKE AND VEGETATE
J / AC \ \ MIN. 4-F DEEP. THE SIDE SLOPES
PER RECLAMATION PLAN THE WATER LEVEL MUST BE T
�� I � =' \ -y , BELOW THE POND MUST BE MIN. 2:1 SIDE SLOPES.
(fl 50-FT MINE SETACK
FROM WETLAND MIN.6-FT HIGH SECURITY
y LINE,TYP. PITS - `� -_ 10. FOR FINAL RECLAMATION, ALL DISTURBED AREAS TO BE STABLIZED AND VEGETATED
cHAwLwK FENCE AROUND MINE PER RECLAMATION PLAN AND PER STATE PERMIT
1
Y
-
PHA S E 5
y \�O PIT PH
c� F 2
1.2 AC PASE
�( \
O
- �N IT \
u
y \
Al
r
I AC
� °pg
Al �y 1 O
y
r �
1 - n EX. PONDS _� � �
2
-PH f .J _ �
� or 'L'� ASE 4 � /� �
PAVED DRIVEWAY TRUCK ROUTE HAUL ROAD P -� // � Ni
FROM US 17 TO �' y � �
GRAVEL(SEE NOTES) 2i EXISTING DOCK-SHED 1 AC s j \
211
PROPERTY
ASPHALT o , �' _ /
\ ` -.� 2 (NO POWER OR PLUMBING) \ y y /v \
=�
8"CABC N i PHASE 1 �`9Q �
PIT I y G \� A y V � /
R50'
TRUCK ROUTE FOR OADIILY \V �90., y /�
R 6
MANUAL ROLLING GATE , `�
� I _
�s
MIN. 6-FT HIGH SECURITY �� �' s \ y ( � ' j
Lo
43- CHAINLINK FENCE AROUND MINE PITS �
- - 50-FT CO \
' - - - - NE BUFFER
� A
O -
R50' W y
-
\ SIF -- SF r - i y v \ _
547°24'0B��E F - - - - 50-FT COUNTYMINE"BUFFET
\ �� / WET---_WET wET - VET-�G
216.21 --
HAUL RD. (TYP) • �r I
TRUCK ROUTE HAUL ROAD
20-30 FT- { GRAVEL(SEE NOTES) ` 24-FT UNDISTURBED /
II 1 SILT FENCE,TYP. TRUCK ROUTE HAUL ROAD Q
(SEE DETAILS) BUFFER PER S 7°24�08"E 1453.31
� GRAVEL(SEE NOTES)
ONSLOW COUNTY
TYPE D TABLE EXISTING DIRT PATH
LEGEND:
(SEE THIS SHEET) TO THE REAR OF THE SITE
EXISTING \ I (NOT A HAUL ROAD)
SWALE TO PITS (HAUL ROAD 41 PROPOSED CONTOUR
OR SILT FENCE
PERIMETER PROTECTION - - - - -41 -- -- EXISTING CONTOUR
TYPE D BUFFER
NOTE: --- - - -- RIGHT OF WAY/BOUNDARY
1. RE-COMPACT ROAD WITH SAND. IF ROAD WILL
NOT COMPACT,ADD SILT SCREENINGS. BOUNDARY LINE UNDISTURBED PLANTED
2. VEGETATE HAUL ROAD SWALES OR INSTALL BUFFER BUFFER GRAPHIC SCALE
SILT FENCE. HAUL ROAD DATE: 4/15/23
50 0 25 50 100 200 O� L D, ,\�```"'CARD''' , LANE SAND MINE
WET WET WETLAND DELINEATION MIN. WIDTH =24-FT MIN.WIDTH =40-FT � � °° °°°��� '� PROJECT ID: 2023 12
a° oF sso99 STATE MINING PERMIT SCALE:
SF-SF- SILT FENCE 6 SHADE TREES / °° ,�/.gy�pp - 1"=50'
O (� C - AL GJ✓ James Lane (910) 789-4581 REVISIONS: ---HAUL ROAD TYPICAL SECTION PAVEMENT E)X. PINES, OAKS,AND MIN. 6-FT HEIGHT (IN FEET) �1 _ 034 54 _ _ C M- 1
NOT TO SCALE WET WET 8 ORNAMENTAL 1 inch=50 ft.
UNDERGROWTH
w TREES&40 LARGE U 5
WETLANDS EVERGREENSHRUBS ~
�970)Ic2 6 42 �� FS BRAN���\1/11 3 -� -
1 2of3
1
Ii
VEGETATION PLAN SPECIFICATIONS PERMANENT SEEDING - COASTAL PLAIN
1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND TILLED 1. REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6-11.
OR RIPPED TO A MIN. DEPTH OF 4-INCHES.THE TOP 2 INCHES SHALL BE PULVERIZED TO
PROVIDE A UNIFORM SEEDBED. 2. OWNER MAY ALSO CONTACT TEH LOCAL INC WILDLIFE OR NC STATE EXTENSION
2. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING OR AGENT FOR NATIVE AND WILDLIFE HABITAT GRASSES AND VEGETATION SPECIES
INSTEAD OF THE:TABLE BELOW.
SOD. FOLLOW SOIL TESTS OR AS FOLLOWS:
0 AGRICULTURAL LIMESTONE-2 TONS/ACRE
i• FERTILIZER- 1000 LBS/ACRE (10-10-10)
( ) TEMPORARY SEEDING
d' MULCH- O 2TONS/ACRE (SMALL GRAIN STRAW)
r-- ANCHOR-ASPHALT EMULSION AT 450 GAL/ACRE TIME OF FERTILIZER
— GRASS TYPE LBS/ACRE SEEDING LIMESTONE
�( \ 3. FOR OPEN AREAS, USE STRAW MULCH AS A MINIMUM FOR STABILIZATION IF THE AREAS
o�
CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MULCHING PRACTICES
J� L' ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. RYE GRAIN 50 OCT. -APR. 400 LBS/AC. 10-20-20
/ 4. FOR DITCHES AND SLOPES, USE EXCELSIOR MATTING AS A MINIMUM FOR STABILIZATION IF
SWEET SUDAN
THE AREAS CANNOT BE SEEDED ACCORDING TO THE PLANTING DATES. OTHER MATTING 50 JUNE-AUGUST 400 LBS/AC. 10-20-20
�i PRACTICES ARE LISTED IN SECTION 6.14 OF THE EROSION CONTROL MANUAL FOR MULCHING. GRASS
v GERMAN or
5. CHEMICAL STABILIZERS MAY BE USED, BUT IT IS NOT RECOMMENDED FOR VEGETATION BROWNTOP MILLET 50 JUNE-AUGUST 400 LBS/AC. 10-20-20
GROWTH. REFER TO THE EROSION CONTROL MANUAL FOR A LIST OF STABILIZERS AND
FOLLOW MANUFACTURER'S SPECIFICATIONS. STRAW MULCH 4,000
AS NEEDED
�� �� Q •! 6. THE FOLLOWING TABLES ARE REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6.10
� �+ ,; '� , - AND 6.11,AND THE STABILIZATION TABLE IS REFERENCED FROM NPDES NCG 010000.
PERMANENT SEEDING (RECLAMATION)
GRASS TYPE LBS/ACRE TIME OF FERTILIZER
SEEDING LIMESTONE
O� \ 50-FT COUNTY MINE SETBACK
Q\ r^ �� ,�� v y' w y \�0 v\ FROIM PROPERTY LINE BERMUDA, HULLED 10-20 MARCH-AUGUST
J �� BERMUDA, UNHULLED BY SOIL TEST
TYP. 35 SEPT. -FEB.
V
T� r^ � v •, � y ALL FESCUE 300 LB/AC 10-20-20
V
(COASTAL CULTIVAR 50 MARCH -AUGUST
�� T y / \�/�. _ y RECOMMENDED) OR BY SOIL TEST
\ <\y \ F� MILLET-BROWNTOP 20 APRIL-AUGUST BY SOIL TEST
OR GERMAN
NJ
`fit x x X x x \ � �-- � � .�
o�� / v -' ! x `. T v _ '` y y \ SWITCHGRASS 3 DECEMBER-APRIL BY SOIL TEST
x
,
j \
�' -- x � T y \ `� RECLAMATION NOTES
(
j 1' \ ti l XT` �� 1. MAINTAIN ALL STORMWATER RUNOFF TO FLOW INTO EXCAVATION PIT. DEWATERING OFFSITE
X\ / wFT v = y v IS NOT PERMITTED.
2. MAINTAIN 4:1 SIDE SLOPES AROUND THE PERIMETER OF THE FINAL LAKE AND VEGETATE
x63
� y'F
y �1� \ \ X x � � y ?9 �' � ., ,- PER RECLAMATION PLAN. THE WATER LEVEL MUST BE MIN. 4-FT DEEP. THE SIDE SLOPES
v , FI NAL TOP OF POND PERIMETER -V Sl 1 BELOW THE POND MUST BE MIN. 2:1 SIDE SLOPES.
_v y x \
F INAL WATER LEVEL PERIMETER _ _ x kA �l � y y (� FINAL RECLAMATION, ALL DISTURBED AREAS TO BE STABILIZED AND VEGETATED PER
RECLAMATION PLAN AND PER STATE PERMIT.
v lk y \�
v
t y
Y
1 ,
6� F
S3' �� ! x FINAL LAKE , ��
F �
x � �\� - _ � 1
y y x 1 yj \
\.
\x 9 _
x �_
' 7 �
�I � 2 xl X x x \ x _y v
J x x / \ / v v
- \ x \ '� v y 0 '� -� �f i - �i / J
CSC x x x X x x _j y y \ v / J
X x
\ X w
\ t x x x
1 x x x x x x X J ` I X . x �� �/ � /�
X
X ;� x x x x // I ' y \ v y y y
X
X X x x s6 i' x X x v
X x x X\ x s7 / x x X � \ .� \ /J J\'
x x x x x / /, x X ! x \ y y y
x -
x J ��
m. w —
r: r 1 x \ X \x X x x x x x x x n .x 6s—� _ .� —_— _— _ x x\ x x x x x �`� �\ �,\ �' y v
x �'- _ x X \ x x x x x \ y \ J J Al
x x x x x x x x X x x X X X x x x x\x x x x x x ` \\� y ,1 J
(0 �` x X x x x x X X X x x x X x x x x x x x x x x x\ x `, J
x x x x x x x) x x x x x x x x x \ x x x x _v
\\ -max-�- x X X x "x x �0-FTxCOUNT�' MINE BU F Ry X x x x X x x x x X X X X x x x x x x x x x x\ x x x v
�X
O
x X x x x x x x .,
c� -
., x x x x x x x �
x x x x x x X X\X x x �' -�
x X v �`. x x x x x x_._..,� �-yc -x--x\
S47, 24 E X _ — ____ - - 5
I X x x x x x X — �57-FT COUNTY MIME BU FEI
� '08" � � x x _
_ a
�^ J 16.21 ' r
— — -
�� .�."�WET WE WET"-�-------WET wET----'�
v v S47024108T 1453.31 '
LEGEND:
41 PROPOSED CONTOUR ` \
41 - - EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
BOUNDARY LINE ??�
PAVEMENT �LQ GRAPHIC SCALE L DATE: 4/15/23
p D ""R � , LANE SAND MINE
+ + + + C,Q� 50 0 25 50 100 200OQ - �,° °FESS/0 09 SCALE: 1"=50'
\�``�t�� ..�AR0I�,�'% PROJECT ID: 2023-12
VEGETATION AREA o o STATE MINING P E R M I T
+ + + + 2!9 _ rQ� q
c O �" _ J L
AL James Lane 910 78( ) 91-4581
REVISIONS:
(IN FEET) 034 4 - CM-2
POND AREA 1 inch=50 ft.
�c �� q� °FNCIN FINAL RECLAMTION PLAN
�9/oL1c2 6 42���� 'FS SRANU\,�\7/26/23
3 of 3