20240409_Mine_Maps

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t13 _ L12 t1123"_`�9ak36 +5 , o g Y-- --''� r °n�-�- ` 3 + il., + �x ��9 s, PROPOSED MAINSTEM STA 2+98
S 41 x 1 - �- o V START OF CONSERVATION
/ 5 60'40'54' W= 49 .r 0 0 '� �\ cn O
r"` , L ����•�°'�=139.32' 51 �3 09 ,�0k \` �j'e X7,T` �1.� EASEMENT
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PROPOSED MAINSTEM STA 32+62
EXISTING MAINSTEM STA 29+58
END OF FIRST PART OF �y / .N ��� � v�- Lr- _r--r_ --� /�' �-�✓ `"✓-,-` ____ 00
CONSERVATION EASEMENT BUFFER huh o,, + C--2'r�-r-
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Buffer Offset Width Information
D f � Maximum Offset Minimum Offset Average Offset D
^� S /, / Width Width Width
4� 1� 7,129. 50. 68.
offset width measured from bankful I to easement
J S 8 <2s u, 3 `4 sue. / \f/ / boundary
l6 cn .-/
JS 64'25'32"
y 99.20' Line Table Line Table
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4,� r/ �f/f ll{ Line # Distance Bearing Line # Distance Bearing
PROPOSED MAINSTEM STA 33+07 '
EXISTING MAINSTEM STA 30+04 -1-ti / / L1 151.274 S24° 05' 28.82'W L22 140.797 N20° 17' 51.03'W
N C START OF SECOND PART OF � � `-� / �� ) / � ° � ° � g C
N CONSERVATION EASEMENT BUFFER L2 176.753 N72 06 21.82 W L23 155.614 S20 16 48.24 E
L3 133.491 N856 42' 26 22'W L24 134.957 S77° 40' 34.18'W
L4 194.996 S84° 40' 38.52'W L25 69.427 S88° 33' 49.65'W
L5 159.846 S746 53' 11.24'W L26 131.732 N7° 38' 15.89'W
L6 128.009 S67° 11' 46.26'W L27 171,108 N746 25' 21.57'E SCALE IN FEET
L7 75.581 S52° 38 27.86a N W L28 79.906 26° 28 04 58,E
0 100 200
L8 174,438 S28° 47' 05.47'W L29 561,575 NO* 14' 05.16'E
/// L9 238.086 S38° 46' 48.78'W L30 140,448 N14° 47' 57,17'E EXISTING CONTOURS
J I /
/O / PROPOSED CONTOURS
L10 84.362 S39° 11' 53.98'W L31 302,705 N43° 13' 03.17'E - - PROPOSED sANKFULL
B I /� f / L11 51.729 S49° 41' 23.46'W L32 308,952 N47° 40' 03.92'E PROPOSED 50' MIN. CONSERVATION EASEMENT Civil & Environmental Consultants, Inc. B
/ / j 3701 Arco Corporate Drive •Suite 400• Charlotte, NC 28273
L12 139.318 S600
40 53.53 W L33 302.425 N34 05 22.61E Ph: 980.237.0373 - Fax: [phone]
L13 67,498 S46° 12' 05.51'W L34 108.809 N430 55' 22.97'E www.cecinc.c©m
L14 58.402 S37° 44' 34.69'W L35 334.383 N646 21' 41.52E HEDRICK INDUSTRIES
L15 81.219 S29° 11' 37.47'W L36 313,434 N85° 50' 04.47'E FORNEY CREEK RESTORATION
N
m f L16 59.158 S14° 12' 36,86'W L37 134.787 S79° 30' 55.05'E LAKE NORMAN QUARRY
L17 178.478 S2° 28' 54,92'W L38 140.246 S72° 17' 13.14'E STANLEY, LINCOLN COUNTY, N.C.
o L18 147.116 S7° 04' 25.66'W L39 107.793 S68° 41' 51.22'E
4 DRAWN BY: MDO/.1ST CHECKED BY: DRAFT APPROVED BY: DRAFT
L19 278.442 S7° 11' 39.09'W DATE: NOVEMBER 20221 DWG SCALE: AS NOTED PROJECT NO: 183-802
A L20 134.740 S26° 39' 51.10'W DRAWING NO.: A
CONSERVATION EASEMENT EC=200
L21 99.196 S64° 25' 31.76W
LAYOUT
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N LEGEND
B.V. HEDRICK PROPERTY LINES
' 5 0 ' BUFFER
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PIT AREAS
BERM AND FILL AREAS -�
STOCKPILE AREAS
PONDS/TAILINGS
l r r LEASED AREAS
o, t 50 & 100 UNDISTURBED BUFFERS
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�, -- *Map shows all items permitted and approved in last modification 2018.
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CATEGORY AFFECTED ACREAGE
�--- Tailings/Processing Ponds: 32.9
Stockpiles: 56.5
Overburden Areas: 20
Haul Roads/Plant Area: 7.1
Active Pit: 71.2
Future Pit: 50.5
Equipment/Fuel Storage: 2
Total Disturbed Acreage 240.2
Permitted Acreage 486.77
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0 200 400 600
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Scale 1"=200' VzECENED
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COMPANY:
BV Hedrick Gravel and Sand HEDRICK INDUSTRIES
Z
p LOCATION: PO Box 425
V) Lake Norman Quarry> Swannanoa ,, NC 28778
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�A 4.1 .2024 Current Permitted Items SUBJECT: SCALE: DRAWN BY: DATE: SHEET:
Current Permitted Items ��
SYM, DATE REMARKS 1 =20 0 RJC 4, 1 .2024 1 OF 5

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LEGEND
) B.V. HEDRICK PROPERTY LINES
50 ' BUFFER
S r l BERM
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PIT AREAS
BERM AND FILL AREASZE
I 8,6
/ - - STOCKPILE AREAS
PONDS/TAILINGS
LEASED AREAS
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/ 1 —�57.9
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a ROCK DAM
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FORNEY CREEK RELOCATION
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WETLANDS
% NEW HAUL ROAD
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/ NEW STREAM LOCATION
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Notes:
th 1. This map is a general representation of the new stream, haul road, and LOD area as approved by the Army Corp. Refer
' to the construction drawings provided by DRG for a more detialed plan of this area.
it 2. Refer to the construction drawings for the erosion control between the new stream and new haul road as provided by
DRG for further detail. Refer to pages EC-1,2,3, and 4.
98,8 3. Waste area is temporary and will be used for storing of fill material prior to filling back in old stream bed. This area was
previously approved in 2018 to be disturbed.
4. Sedimant Basins with Rock Dams have been moved outside the LOD for erosion control prior to construction of new
01,7 stream area. These were permitted in 2018 and have been installed. Basins H2O,P, and Q have been moved and will
-�52.7 need to be reconstructed as specified in the 2018 engineering drawings.
5. For final buffers off the stream refer to CEC drawing EC-200 "Conservation Easement Layout"
0 100 200 300
Scale: 1"=100'
a`
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COMPANY:
V, By Hedrick Gravel and Sand HEDRICK INDUSTRIES vwLI
Z
Q LOCATION: PO Box 425
V)
Lake Norman Quarry Swannanoa, NC 28778
�A 4.1 .2024 Forney Creek Relocation SUBJECT: SCALE: DRAWN BY: DATE: SHEET:
SYM. DATE REMARKS Forney Creek Relocation 100' RJC 4. 1 .2024 3 OF 5

N
T E a LEGEND
B.V. HEDRICK PROPERTY LINES _.____
5 0 ' BUFFER
FORMER PIT AREAS
�i RECLAIMED AREAS, GRADED, SEEDED - - 1
- WATER BODIES
50' & 100' UNDISTURBED BUFFERS
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Notes:
1-. The plant and stockpile areas will be graded, disced, and seeded according to the approved seeding plan
2. Once extraction of materials has been completed the pit entrance will be blocked and a boulder wall will be constructed
round the perimeter of the pit for permanent high wall protection.
3. All roads will be graded and seeded according to approved seeding plan. An entrance road will be maintained for site access
4. The plant will be removed and all associated buildings.
5. All structures will be removed from site except the office building.
0 200 400 600
9
Scale 1 "=200'
COMPANY:
V) BV Hedrick Gravel and Sand HEDRICK INDUSTRIES
z
d LOCATION: PO Box 425
C/) ry
Lake Norman Quar
Swannanoa, NC 28778
�A 4.1 .2024 Reclamation Plan SUBJECT: SCALE: DRAWN BY: DATE: SHEET:
Reclamation Plan if_
SYM. DATE REMARKS 1 =200 RJC 4, 1 ,2024 4 OF 5

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
NORTH CAR❑LINA LAND QUALITY SECTI❑N---ER❑SI❑N CONTROL
Rock Abutment Cross-Section 1"#im cashed T#e m n ___ _ N❑T E S
ANTI-VORTEX PLATE —1 5'—il 1.5'min
f -
CREST OF DAM 3600cuft/acre General; All erosion control measures are to be performed in strict accordance with
d� �. �e ,,ap MIN, 12-1/2 GA,
A Weir Elevation ° r j ! `�; 5 _ INTERMEDIATE requirements of the North Carolina Department of Environment and Natural
TRASH RACK classiandII t P r t= ;. ma# MIN. 10 GA, WIRES P
�`r r l Resources, division of land resources, land quality section, The following
Riprap + 'n li <r y r LINE WIRES _
RISER CREST 1'min.NC DOT#5 ;w -' `+ construction sequence shall be complied with for all work,
2 2 5 or#57 washed y� filter GRADE
RISER .was % _
A 1 PERFORATE THE LOWER HALF 1 ti1 Try t v F fabric
BASIN 10'x6'x1B" ,� �f.
DEPTH SEDIMENT HEIGHT OF RISER WITH 1/2' HOLES '' !
CLASS I 6' € 1, Obtain grading permit,
1/2 BASIN DEPTH ° SPACED 3' APART IN EACH <: „„„��� y''ti""'q ' " " "'" -" 2. Install all erosion control measures as required b the North Carolina Department
(SEE ° ° RIPRAP - � q Y P
t OUTSIDE VALLEY r Min. of Environment and Natural Resources, Division of Land Resources, Land Quality
S ° •^ �njp.,,1 li.f` _ Rock Apron top ,nm• i^ settlement section,
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_ ° ° CMP « � .r � �' ,,, ,,r•r K �,. �'s � ti 3, Obtain certificate of compliance through on-site inspection by a representative
`. � �. i ,,�. � Plan View
i l' settled top
of the North Carolina Department of Environment and Natural Resources, Division of
>�'- ..l, , .1;',: �'r'—�,"+. l li• I ! �tf> 4 ' pas 6"below
s
7I ��� min. t dom F of
Land Resources, Land Quality Section,
BARREL PIPE ,' f—Cut-off Trench rto 3.5' ti� FRONT VIEW 4, Proceed with grading, clearing and grubbing,
PROVIDE MIN. OF INV, Filter Fabric --------- *°' NGatural 5, Begin Proposed Construction,round STEEL POST
3 CORRUGATIONS CONCRETE ANCHOR filter 6. Seed and mulch denuded area within 15 working days after finished grades are
5'x5' WATERTIGHT ANTI-SEE FILTER FABRIC
EMBEDDED IN CONC. Cross-section View fabric min. established. seed and soil amendments shall be placed on a prepared seedbed at the
COLLAR LOCATED SLIGHTLY MIRAFI 70OX Figure 6.63a Rock Dam cross section Figure 6.60a Plan view and cross-section view of a temporary sediment trap. WOVEN WIRE FABRIC following rates per acre;
DOWNSTREAM OF C/L DAM SILT FENCE FABRIC
Lime 4,000 tbs,
Rock Dam cross-section A N❑. 57 STONE
N❑TES: Temporary Sediment Trap Fertilizer (10-10-10) 1,000 lbs.
p ary p 3 Ky-31 fescue 100 lbs,
in D FILL SLOPE
a Straw mulch 60-80 bales
1. ALL CUT AND FILL SLOPES SHALL BE 2i1 OR FLATTER,
GRADE
for Summer seeding add to the above)
2, ALL EMBANKMENTS SHALL BE SEEDED IMMEDIATELY UPON COMPLETION, r'
3, A YELLOW STRIPE SHALL BE PAINTED AT THE ELEVATION DESIGNATED AS 12' MINIMUM COVER German millet 10 tbs,
'1/2 BASIN DEPTH'. WHEN SEDIMENT IN BASIN REACHES THIS LEVEL IT SHALL BE REMOVED OVER SKIRT Sudan grass 15 lbs.
AND DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE,
iu
ANCHOR SKIRT AS
DIRECTED BY ENGINEER for Winter seeding add to the above:
Spillway Details Rye grain 10 lbs,
Figure illwayetails Dam plan view and Top ofrwkabutment SIDE VIEW Crown vetch 15 lbs,-20 tbs.
spillway details
RISER/BARREL TYPE SEDIMENT BASIN t "1'f!. r 2 mm FOR REPAIR OF SILT FENCE FAILURES, USE NO, 57 WASHED
Slopefounda tdn , spillway STONE. AS AN ANCHOR WHEN SILT FENCE IS PR❑TECTING for at( slopes 2 to 1 or steeper add to the above:
Filter fabric CATCH BASIN,
Sericea lespedeza 40 lbs,
Natural Ground USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
EXCEED 0,25 ACRE AND NEVER IN AREAS OF CONCENTRATED If hydroseeding is used, wood cellulose may be substituted for straw mulch at
facng_ .�' " ————— P,;- FLOW the rate of 1,000 tbs, per acre,
4� ——————— ji.
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All seeding shall be maintained, watered, etc„ until a permanent vegetative
App fl,
-►', ,, N O SCALE ground cover is established over all disturbed areas,
�r� n1in • �1x��i ��
7, It is recommended for CONTRACTOR to stockpile topsoil to assist in grassing,
> y Flow Level apron�♦ Silt Fence 8, It is anticipated that this project will be completed expeditiously, therefore
Si
negating any effect that temporary seeding would have on project, The permanent
, ,
seeding specification shown on the plan should be adequate,
spllwaylarest�
1 9, Maintain soil erosion control measures until permanent ground cover is established,
10, Remove soil erosion control measures and stabilize these areas,
�. "� "--- z 11. Request final approval by the North Carolina Department of Environment and
----_
Natural Resources, Division of Land Resources, Land Quality Section,
12. The CONTRACTOR shall control all 'dust' by periodic watering and shalt provide
Rock Abutment ------- I' line channel after digging ditch compacted bar access at all times for property owners within the project area and for emergency
with N.C.DOT class B erosion control seed and mulch
stone, minimun 12' thick after construct] n vehicles,
CROSS — SEC70N A TO � natural ground a 13. During construction, slope face shalt be continuously protected from upland
2'-0' run-off by grading top of fill at the end of each day. Fill should be graded to
fill slope m]n, provide positive drainage in the southerly direction toward proposed diversion Swale,
Rock Dam plan view and spillway details 11 P P 9 Y p p
In addition to grading for positive drainage owner shalt construct a i-ft high
-III-11 _ � temporary berm.
fl—ow s
7 _ £
— =r — —
I=l - -
-II�II Iil�]—ICI ]�I—i�i-i
STOCKPILE Proposed Rip Rap Lined
Permanent Diversion Swale
4 .0 Ci.� 4 ,p 4 .
Proposed a Grade filter fabric
A — — — - - - - — —
—III=III=III=III=III=III=III=III=III=III=III=III= I=III— �o
I1=-111=—L11 JL=J11=—II1=1I1=1II-IIJ-I_L-LLI=III=1 1=
1LI=ll I_LI=LI L=I I=L 1ll 1LI=LI1 ll I=1 111L=�I=_ RIPRAP C H A N E E DETAIL Inlet Zone First Chamber Second Chamber
F 7 7 5 F T, E �E V. I I 1—III—III—III—III—III—III—III—III—III—III—III—III 35%of surface 25%of surface 25%of surface
_ _ _ _ _ Outlet Flow
Q. 1=1 I l-1 I I—III—III—III—III—III—III-1 11-1 I I-1 I I-1 I 1 �O • Inlet Flow area
area areaI - - - RipRa Channel Detail�a U Gr a s a =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 I I= p
ORIGINAL. GROUND e — 1=LII=III 111=I11=1LI=I.11 ll1-111—
Eo
=1 11=1 I I—III—III— T o e ❑u t C 4 to 1
-1 I I—III—I I I-
750 FT. ELEV. 11=111=III
— _ Typical basin using porous baffles of
700 g/m coir erosion blanket
NOT TO SCALE
Notes) Baffle Detail
TYPICAL STOCKPILE C R ❑ S S - S E C T I ❑ f\l 1, Compact f ill to 95% Proctor f or each 8 inch (if t,
NOT TO SCALE 2, Compact and roughen fill slopes using dozer tracks,
3. Seed immediately upon completion to establish vegitative cover,
Typical, FIR Section
NOT TO SCALE
MO •�
111
Ma �
110 •�
W
110
MO ••
!al •�
W0 - - r M M w r r r r — - — r — — — — —eW
Cross Section C'-C'(Mine Excavation)Scale:1"---200'
10 � 10 —�
2 : 1 2 , 1 10 2 : 1 2 : 1 25
�
720 Origma].Ground 720
Bean �. — --— ---- ----- 700
700
680 680
660 660
640
640 WN 50 110
620 - -- 620
Soo 600
580 580
Pit
560 560
540 540 Not to Scale
520 520 Not to Scale
a� o..a �� u•a t..a a.� 1.40 >.� a.w .� We „a s.�500 s..° � ..,a 640 ,� ,na ..aa w,a .� ,� ,.� t�� a"e 19.0 31.0 n.•a Was raa° ta.ao t>.so Large Berm Detail
Cross Section C'-C' Mine Excavation Not to Scale Small Berm Detail
b
p
q
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b w a Soo
Soo
750 _ Present Ground
- - 750
700
700
-__
-" Present Ground I Creek
650 Pit w/water to --_. —_—.-----------
Elev.630
600
600
550
550
i 500
500 \
450
450
400
400
Pit w/Waterto
350
350
Elev.509
300
300
250
200 zoo
1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 11+50 12+50 13+50 14+50 15+50 16+50 17+50 18+50 19+50 20+50 21+50 22+50 23+50 24+50 25+50 26+50 27+50 28+50 29+50 30+50 31+50 32+50 33+50 34+50 35+50 36+50 37+50 38+50 39+50 40+50 41+50 42+50 43+50 44+50 45+50 46+50 47+50 48+50 49+50 50+50 51+50 52+50 53+50 54+50 55+50 56+50 57+50 58+50 59+5060+00
Cross Section D'-D' (Reclamation) Scale: 1"=200'
COMPANY:
BV Hedrick Gravel and Sand HEDRICK INDUSTRIES owLITY
z
Q LOCATION: PO Box 425
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Lake Norman Quarry> Swannanoa ., NC 28778
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�'—A 4.1 .2024 Details SUBJECT: SCALE: DRAWN BY: DATE: SHEET:
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SYM. DATE REMARKS NTS RJC 4. 1 •2024 5 OF 5