20241101_Mine_Maps

GREENF(ELD / 1 1
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� PIN:9660-34-2986-00�/ �'� �� �i ,� � 1 1
FIG BROADWELL LLC ZONING:RA� \ 1
PIN:9660-25-6655-00
DB1615, FIG 132
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1 1 , ADJACENT PROPERTY LINES - -
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EXISTING ROAD - - - ---- ---
wN HAZEL CARTER
BULLARD 1.� CONTOUR LINES 175
P/O PIN:9660-44-4258-00
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SCALE 1 -300 , PIN:9¢60- 3-1 �o
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IMPw a Nis • _. l \ GREENFIELD POWER LINE EASEMENT
0 300 600 �f , �p - ` TIMBER LLC 1 1
PIN:9660-53-0622-00 1 OVERHEAD ELECTRIC LINES OHP
ZONING:RA 1
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�_ POWER UTILITY POLES
EDGE OF WOODS/VEGETATION �
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;330, 1 1 PREVIOUSLY PERMITTED MINING &
W�y 325 — 1 1 OVERURDEN' STOCKPILE AREAS
N/F ^'y �" 1 STREAM BUFFER
TOM H. HARRINGTON Y ANQ ,' \ 1 —RPA—
\wj. QUINTON KELLY THOMAS
SUE ELLEN HARRINGTON r Ww ''^ w315 \ PIN:9660-42-2929-00
PIN:9650-82-1741-00 DB f NI : ass
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PIT AREA TO BE FILLED IN
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SUE ELLEN HARRINGTON
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wW .-:•" f� Fo' w APPROPRIATE BARRICADES GATES AND FENCES WILL BE INSTALLED TO
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_ HAZARDS BOTH ASSOCIATED
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1 WITH THE PIT AND SURROUNDING AREAS.
'` `�' ° J <'" ALL STOCKPILES, �, STRUCTURES ' r,:. --` 3. ALL STRUCTURES ASSOCIATED WITH THE PLANTS AT THE SITE WILL BE
STRUCTURES r' AND EQUIPMENT , �/ -
`"`� �" -� y 9' {' 1 REMOVED FROM THE SITE. THIS INCLUDES ALL PLANT EQUIPMENT, PLANT
,.,.325- AND EQUIPMENT '� � .,�`�.�"_
WILL BE - - t��= .,
11 , BUILDINGS, STOCKPILES AND HEADWALLS. ALL TUNNELS WILL BE SEALED
f f ' WILL BE �' REMOVED. 320'
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o 'FENCE.T(O BE ti° 1 .-
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PLANT, STOCKPILE " �`u-,.. ,� 345 INSTALLED AT , 32� w ,, REMAINING PIT LAKE WVILL REMAIN ON SITE.
5 AND TAILINGS PONDS TOE Ei4D OF MINE ? .,�,
5. POST MINING LAND USE MAY CHANGE OVER THE COURSE OF MINING DUE
�'n, AREA GRADED AND ` '• , f 335 t «" 1� � s LIFE. FENCE WILL �330, 1 \ � �`
SEEDED OVERBURDEN/SOIL l HAVE WARNING `> � TO CONDITIONS OUTSIDE OF THE CONTROL OF LUCK STONE. SUCH
STOCKPILE AREA SIGNAGE EVERY CHANGES MAY AFFECT RECLAMATION PROCEDURES. ANY CHANGE WILL
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FIRST BE SUBMITTED TIO NCDEQ PRIOR TO COMMENCEMENT
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PAuI A. COOPER ZO rr;. ' s "` ,' ��` NiF ULTIMATE POST MINING LAND USE.
PIN:9650-81-6612-00
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MAY -DULY SAME AS ABOVE ONLY WITH
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FOXTAIL MILLET 20 ON G:RA r'` ` r • o . i i ,' " I µ ..,.. „ -ti ,. ^z ,i'` 2�v
INSTEAD CIE ANNUAL RYEGRASS � _' � ��, r./ r � fn _
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COMPLETED. TEMPORARY FILL SLOPES AND OTHER AREAS THAT MAY BE RE-DISTURBED WITHIN \ z • •` � � W � ,•� / / pp BEVERLYS.MCNEILL
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SEEDED WITH THE FOLLOWING TEMPORARY SEEDING SCHEDULE: � �.�� .. •' a�~° - � �_ � � � � PIN:9569 49-2793-DO s
A YEAR,MAY BE SEE IT H W ILLIAM MAYNARD COOK � � � � ,' +`
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PIN:9569 08-5058-00 \ I' '�
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TEMPORARY SEEDING MAY CONSIST OF: ZONING.'RA EDITH S. GLADDEN ts� � � � � ` �� � � y ��� , `� t O DATE REVISION KU ® �
PIN:9569-18-5293-00 7iL r w 1 z
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A ........ RICHMOND VIRGINIA
DATES SPECIES RATE (L�./ACRE) ZONING:RA � `' : . ���,• I = , vim'_` � I .' �$.�` ,° D
FEB, 1-APRIL 3fI ANNUAL RYEGRASS 6+ ♦ \
MAY�.DULY�� FOXTAIL MILLET « S A N F O R DQUARRY
AUG. w OC .31 AN YUAL Ra EGRASS 60 � O QJ
NOV. 1 JAN.31 WINTER(CEREAL)RYE$� WHEAT 1(9i1 � Gti�
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LEE COUNTY, NORTH CAROLINA
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ALL MIXES SHOULD INCLUDE: � � a
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RECLAMATION MAP
AGRICULTURAL LIME PER SOIL TESTS OR 2 TCaNS/ACRE
FERTILIZER PER SOIL TESTS OR 500 LBS./ACRE IG-20-10
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STRAW OR HAY MULCH 2000 LBSJACRE(IF SEED APPLIED BY BROADCAST-SEEDER) N
CELLULOSE MULCH 1500 LBS,/ACRE(IF SEED APPLIED BY HYDRO-SEEDER) ✓ / w.� �/ N/F \` \ SCALE: DRAWN BY: File Name Cl)
4 PATRICIA BJ. ETT A 1" = 300' TIMMONS GRP.
BROOKS BARRETT AND
fDATE: Photo/Topo Date:
'
j PIN:9569-37-9457-DO I/ Comments 05 31 2024 VARIES

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4'MIN SILT FENCE PRELIMINARY
NOT FOR CONSTRUCTION
Cross or:.: .
or#57 washed stone
12" min. of NCDOT#5 �-m n-
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TOP OF SILT FENCE 1.5'mm.
--- -�-- EPI�PE=
MUST BE AT LEAST 1' 3600 cu ft/acre ' . ' L
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BURY WIRE FENCE, _ FILTER C) vi
FILTER FABRIC, FABRIC tD O
AND HARDWARE \ ° ° NOTES: SECTION'A-A' N
STEEL POST SET CLOTH IN TRENCH. W U E
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. MAX 2'APART MIN 1. L=THE LENGTH OF THE RIPRAP APRON.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. 2'INTO SOLID GROUND besign settled Z1' Overfill 6"for ° F_ e 3 STEEL POST top � min. \ settlement 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(INCHES). ¢ aj 3
Plan View ° LU o � N
MAINTENANCE: WOVEN WIRE FABRIC
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. Q LL _� Z
1. INSPECT SILT FENCE STONE OUTLET WEEKLY OR AFTER EACH PLAIN VIEW
SIGNIFICANT RAINFALL EVENT(4 INCH OR GREATER).MAKE ANY HARDWARE CLOTH Emergency by- w O o M, O
REQUIRED REPAIRS IMMEDIATELY. 5 min pass 6 below
l e o w
III ". �3G settled top of MAINTENANCE (D (D a' °,-' a
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY, RESTORE TO ITS TSECTION VIEW fill f x�� - dam INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFCANT 1/2 INCH OR GREATER mj ( U
FILTER OF#57 2 to 3.5' „� y ¢+ ( )RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS X to
ORIGINAL DIMENSIONS AND REPLACE STONE THAT IS IMPAIRED BY \ '� t2 TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN a U< �
SEDIMENT. WASHED STONE \ ( - L'��p�
\\\ 16°Mw -----_L_ ---------- Natural SOME LOCATIONS.
a 3'FILTER FABRIC APRON alterbric min. Ground OUTLET PROTECTION an 0
ON GROUND filter 3 'E O
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60- wCI
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Figure 6.60a Plan view and cross-section view of a temporary sediment trap. a,
J
> \BURY 6"UPPER EDGE OF w
SILT FENCE STONE OUTLET
BURY WIRE FENCE AND 4" I I FILTER FABRIC APRON IN TRENCH
N.T.S HARDWARE CLOTH
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6.06 0* _
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT MATERIALS
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(SEDIMENT FENCE) > w
The Slicing Method W
Definition A graveled area or pad located at points where vehicles enter and leave a 1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the manufacturer or U Q 8' max. standard strength fabric with wire fence construction site. supplier as conforming to the requirements in astm d 6461,which is shown in part in table 6.62b.
6'max. extra strength fabric without wire fence Z.
Ponding height POST SPACING: 2. Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6 months of expected 0 Max 24" 6'.1 max, on open runs usable construction life at a temperature range of 0 to 120'f. DATE
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
...............
-- ------------- --Tap Of Fabric ) �. 1 3. Ensure that post for sediment fences are 1.25 lb/linear ft minimum steel with a minimum length of
avoid transporting it onto public roads,to control erosion from surface runoff, 4' max, on pooling areas i i ( ,a M t < {�� f tri' p g 5 feet. Make sure that steel
Belt Steel Q I t�# i k posts have ro ections to facilitate fastening the fabric. 0612612024
and to helpcontrol dust. Attach h fabric to I t tt
p p 1 O
post a I„ F i r
upstream side of pit x`3tlrs ��t � �) q , " =1 4. For reinforcement of standard strength filter fabric,use wire fence with a minimum 14 gauge and a maximum mesh spacing of 6 DRAWN BY
top 8" s t wz g
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FLOW -► 1 2 �tt # ; }x# Plastic or inches.
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a wire ties I. GAGARIN
Greve over each side of silt PClAT IIFPTN• t
public road or other paved off-site area. Construction plans should limit traffic fence z to a times witht
Practice Applies Z feet
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to properly constructed entrances. t�3 rxr s r
device exerting 60 p.s.l.or wt�1,719 �"""� " `t '" '� �
greater ;�, lf3 24" ) � ., z ® DESIGNED BY
Wire
fence �� _ r , �les� � �,tY CONSTRUCTION SPECIFICATIONS
compacted soil compacted soil Diagonal attachment T t T x i sk k S. BAILEY
doubles strength. (SEDIMENT FENCE)
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Design Criteria Aggregate Size--Use 2-3 inch washed stone. gtn, � t rI � � r
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// // // /// /// /% lI f't? ground CHECKED BY
Dimensions of ravel ad- \ \\\ \\\ \\ \� \\ \\ \\ `, i I - � r r '' 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. .
Thickness: 6 inches minimum // //\ / /// / /// " � � t lxilt. C. MORGAN
VAA VVA VA /VA VA V\ VA T, «-� t :'i�p.,�r. 1`� � �. �. � � 2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface. (Higher fences may impound
Width; 12-feet minimum or full width at all points of the vehicular /Z // /� / //\j/A//\//A "t�r �� "` t
volumes of water sufficient to cause failure of the structure.) 0
entrance and exit area,whichever is greater VA VA \ VV/V/V/ \ 8"clown&4" SCALE
//\//A/\ VA/AA/A\/ A ATTA HMEM DETAILS: forwclf d alon 3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary,securely
Length: 50-feet minimum /\A/VA// //\/zf\//\ 24„ #hetr2nGh g fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post. AS SHOWN
// •Gathler fabric at posts,If needed. Filter •
Location-Locate construction entrances and exits to limit sediment from fabric
• 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts.Extend the wire mesh support
�• Utilizes three tlesper post,all within top 8"of fabric. to the bottom of the trench. Fasten the wire reinforcement,then fabric on the upslope side of the fence post. Wire or plastic zip ties
leaving the site and to provide for maximum utility by all construction vehicles
> \ \ \/ should have minimum 50 pound tensile strength.
(Figure 6.06a). Avoid steep grades,and entrances at curves in public roads. \j� \ •PosHlron each tie diagonally, puncturing holes vertically
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a minimum of 1"apart. 5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be driven securely into the •
\ \ \ \ \\ \\ \ ground a minimum of 24 inches.
•Hang each tie ona post nipple and tighten securely.
m NO more than 24"of a 36" fabric Use enable ties(501bs)or soft wire. Wire 6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence.Securely fasten the filter fabric directly
fence
in Is allowed above ground. to posts.Wire or plastic zip ties should have minimum 50 pound tensile strength.
Cross-Sectiion
-Q View 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and upslope from the barrier
(Figure 6.62a). l<
Filter O o
a Roll of siIf fenie
8. Place 12 inches of the fabric along the bottom and side of the trench.
Natural
� d Steel fabric Backfill trench g �
Operation post and compact round 9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence
�xo Post �--� thoroughly g
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performance. ry
Q U)m7h after 10. Do not attach filter fabric to existing trees. o
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a, compaction •+ . SEDIMENT FENCE INSTALLATION USINGTHE SLICING METHOD
o l Fabric :•.,!•.'•®•• >
_0 '/ above • 4 •' UpS
Silt Fence Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be installed using specially designed o
min • .
( •
o ground i°•. • • • • • • • equipment that inserts the fabric into a cut sliced in the ground with a disc(Figure 6.62b).
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24-- .;.. •,•; • min
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/!\ �,\`.`�`%/\/rj'��'\f\�'/r j�" `/�;i�i`�i i ��%`\'� -,... •..* ••. Installation Specifications � 0
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1. The base of both end posts should be at least one foot higher than the middle of the fence.Check with a level if necessary. a
CO 7 % r/ r \/,, $._12' \%\l\/i %`/�\ •+�t • �s, `,t•,
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2- 2 \`�\•` , \ r `` 2. Install posts 4 feet apart in critical areas and 6 feet apart on standard applications, t z m
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x coarse aggregate `\lr`� O\• / NZI/ P p
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a ,/ \ \ i/ 3. Install posts 2 feet deep on the downstream side of the silt fence,and as close as possible to the fabric,enabling posts to support the ` r^it ' fabric from upstream water pressure. 090 4)
O Horizontal chisel point Sliclna blade 4. Install posts with the nipples facing away from the silt fabric. Q I--I
o' Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site(modified from Va SWCC). 3"width 0.7. Z ' ' t U
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Completed Installation 5. Attach the fabric to each post with three ties,all spaced within the top 8 inches of the fabric. Attach each tie diagonally 45 degrees
through the fabric, with each puncture at least 1 inch vertically apart. Also, each tie should be positioned to hang on a post nipple LLI cal Vibratory plow is not acceptable because of horizor-ital compaction Figure 6.62a Installation detail of a sediment fence. g p y p (D
Q when tightened to prevent sagging. V) W
wl Figure 6.62b Schematics for using the slicing method to install a sediment fence. Adapted from Silt Fence that Works z O
0 6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties. z Qcu
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7. No more than 24 inches of a 36 inch fabric is allowed above ground level.
8. The installation should be checked and corrected for ace) ny deviations before compaction. li o
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9. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel M
`) Table 6.62b Specifications For Sediment Fence Fablric Table 6.62a Maximum Sloe Slope Length ft Maximum Area ftz Q V1-1 Q
o p p g ( ) of the tractor, skid steer, or roller exerting at least 60 pounds per square inch. Compact the upstream side first, and then each side 3
M Temporary Silt Fence Material Prolperty Requirements Slope Length and Slope for <2% 100 10,000 twice for a total of 4 trips. z U
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Supported' Un-Supported' Type of which Sediment Fence is 2 to 5% 75 7,500 J �.. u.l o
s Test Material Units Silt Fence Silt Fence Value 5 to 10% 50 5 000 LU Uj -o o'
Applicable 0
Grab Strength ASTM D 4632 N(Ibs) 10 t0 20% 25 2,500 10� i
>20% 15 1,500 Q � 0 0 w O
@ Machine Direction 400 550 MARV r , O o z 02
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u, (90) (90) = LL
l< Z E 0 X-Machine Direction 400 450 MARV
0 (90) (90) F-
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Permittivity2 ASTM D 4491 sec-1 0.05 0.05 MARV o Cy
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Apparent Opening SizezASTM D 4751 men 0.60 0.60 Max.ARV3 '
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(US Sieve#) (30) (30) z
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Ultraviolet Stability ASTM D 4355 Retained 70%after 70%after Typ i 0
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� Strength 5CDOh of exposure 500h of exposure
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Silt Fence support shall consist of 14 gage steel wire with a mesh spacing iof 150 men 6 inches or prefabricated o Imer mesh of >,
w PP 99 P 9 ( ). P PY
equivalent strength. O 0
0 2 These default values are based on empirical evidence with a variety of sedliment. For environmentally sensitive areas,a review of o•E
nail previous experience and/or site or regionally specific geotextile tests in accoordance with Test Method D 5141 should be performed a rn
ail by the agency to confirm suitability of these requirements. > Y
3 As measured in accordance with Test Method D 4632. N
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