20201231 TRANSFER Mine Map 13-02

VICINITY MAP
/ M \ Salisbury
/ne
692'
688' , /t 4 - / Rockwell
684' /{{
68� <S' anf c
1
�
`///gyp
�t'ear � / •� �/�/t I
612'
a / oo e�\• 'p \fii u �
0.
I /l \ap\ 642 \ r0 �/t Site Qoaa a�0
I 672'
638
(D \ 662 \65& \ \ I \
t � )
1 / l
654' \ \ _ t 630' \
626'` \ \ / NTS
' r \ 622' \ zSV
61& v � e General Project Information
ta11 'mod v
N ++ Culvert Ha — sl`� The existing mine (Mine Permit No. 13-2) is on approximately 75.1 acres owned by
Hammill Construction Company, Inc. The site lies immediately northwest of the intersection
.. X _ of SR-2416 and SR-2442. Mining is primarily for clay, although some excavation is
1 / \ also for stone. No blasting is conducted. Approximately 36.5 acres of land could be
Area Reclaimsod (25 . 4 acres \
I `^ disturbed for the life of mine (25 years).
O Access to the mine site is from SR-2416 with two haul roads. A miniumum 25 ft.
And released ( March 1 , 200 ) � .� , r , � oit�h
I .L 6 p� / (/ undisturbed wooded buffer is located along the propery borders. A 50 ft undisturbed buffer
(o° ti \ - is located along the east mine permit limits which is Little Buffalo Creek. Mining is shielded
C 6a 630 \ from public view from all perimeter mine boundaries except from SR-2416, a low trafiic
3 63�m �', -- - - � volume road.
a
`°�
634' G� . / \ - p Y
Erosion control is provided b three basins. Basin No. 1 is the rock excavation area. The
Z / -- - .-- i m 1
moo, 6 _ y� j accumulated water t s pumped to Bas n No. 2. Maximum rate of pumping is 400 gpm.
� -
\y06, However, due to the impervious nature of the ground the pump is only operational less
than 10 % of the time. The daily volume of water pumped is less than 10,000 gallons.
O / r
\ Basin No.� 2 has a riser outlet and Basin No. 3 has diversion berms with a brick bat
outlet. pipe
/ r Upon completion of mining, the waste pile, stock piles and berms will be leveled to
\ V
-- O promote gravitydrainage. The outlet structure for Basin No. will r -
I
p 9
2 remain in lace. The
ro
630' �� �, brick outlet for Basin No. 3 will be spread flush with the ground to form a broad swale.
v' Two lakes will be formed from the mine excavations.
eQ�moo` ,
\ �
-c
I / 596' \` O'ccA` Seth 88 en Storage
r 4 e area
Pump -- - - �[C9IN
Basin No. 1
Basin No. 4
:
COLLECTION BERM CROSS SECTION
_ o
O
h - _ `- h �i
M1ne -
ti = -
�� ��� �t / h� 3• NOTE:HEIGHT OF BERM WILL INCREASE
p / AT BRICK BAT SECTION
s
�,��� „ Stone -- BERM CONSTRUCTION SPECIFICATIONS
-- -
- _ oadw Stockpile ,rya
G� Existing Culvert Z z
i
N - - _:. g t 4, 1. Construct berm by placement of overburden.
--
o Y Righ t p f � � (�.
h�/at, �/ 2. Prior to placement of materials for berm formation, cut
-- 4 Water Surface Area /� vegetation nearly flush with ground.(if applicable)
During ,0-Year Rain Event \ Qj 11=��=��_ =11=��= 11=11=11=11= 11=��=11=��=��=11=11= ��=11=��=11=11=11=11= 11= 11=11=11=11
(1.61 acres) 3. Compact materials in 1 ft. lifts by construction traffic.
Ci
' �
/ 6AL �$ _� ` \ Sediment 598' /�
6 Qj W t~
�� ` ` Storage Area
(.013 acres) 594' f '
Basin No, 2
v .
626' D \ ���I"
\
PRE- 1971 Mined Land � �
SCALE : 1 ` 100 ' (This Portion of Property Not within _ NEW HAUL ROAD CROSS- SECTION (Typical)
the mine permit limits)
/ Existing Ground Surface
Thin Vaneer of No. 57 Stone
Road Construction Specifications
1. Cut vegetation to ground surface.
L D / / 2. Place initial layer of No.57 stone or brick bat on the ground and work
Basin No . 2 Outlet stone or brick into the ground with construction equipment.
/ 3. Add additional stone or brick as needed where ground is unstable.
Cross-Section
Existing Property Line
� � y 18"Diameter CMP 4 Trash Gaurd
Adjacent Property Lines
/`'��' Perforated Riser Pipe
3.6 Imo. Class A Erosion Control Stone or Brick Bats(9"Thick)
Sediment Storage Area No. 57 Stone or crushed brickbat of similar gradation
�
���� r�. S 00 3ft1ft _--- --
Topographic Lines with Designated Elevation `� � -
-i�iil Dui 11-ii I
Note: Outlet protection not installed at this time.
-CMP Barrel 18"Diameter,40'Long
- `� No significant scour noted and installation of
4 Filter Fabric the outlet protection should only be installed
Existing Haul Road -a•--.;- ,••--. _ when scour is noted.
Prposed 10-yr. Limits of Disturbance
NCDOT Right of Way
2 D m rl
— - - — - - — - - - Intermmtent or Perenial Stream / BASIN NO . 3 BRICK BAT SECTION
(NTS) BRICK BAT SECTION SPECIFICATIONS c
Existing Ditch ` / / 1. Remove topsoil from area of brick bat section and place
brick bats directly on the filter fabric. However, for the
horizontal mat that extends 4 ft. downstream of the
check darn toe, soil shall be removed to accommodate the
9 in. thick section so it is flush with existing ground.
CROSS SECTION level.
Bodies of Water Formed by Past Mining / / 2. Construct check dvn to dimensions specified in check darn
FRONT VEIW details. 'rhe top of the check dam (crest level) should
I ft. THICK No.57 STONE OR CRUSHED BRICK be maintained at constant level for the full length.
1 WITH SIMILAR GRADATION ' z 23' -- ' Where the check dam meets the soil berm, the brick shall
4 -� extend at least 1.0 ft. above the crest level.
3
Residential Dwelling MAINTENANCE CONSIDERATIONS o ��g� -PL°WD`RE�TI°N
= 00000
0 000000 4 1 o , ENGINEERING & ENVIRONMENTAL DATE:
l 1 -�- 11-1�-1�-1�- — I-�1=�1=11=��=��= ��= �1= 4'SedimentStorage 06/10/05
1. All erosion and sediment control practices shall be checked for stability and operation �-4 , I� � O -I - See Schedule I 3' I SCIENCE COMPANY
following every runoff-producing rainfall. But in no case less than once a week. Any �_ ' BanwN
necessa repairs will be made immediately to maintain all practices as designed. For l O COLLECTION BERM COLLECTION BERM coos Andersen give
brick bat outlet sections, verify uniform crest level within a differential tolerance of 2F FilterPabrlc Raleigh, NC 27609 CM
Soil Berm 1.5 inches. Filter Fabric [phone] REVISED:
. Replace one-foot thick filter section of brick check dam or stone section (BASINS 1&2) 12/04/20 Mine Map and Details 12l04/20
002--Rir\ l�,,� Kluttz Mine (Permit No. 13-02) SCALE:
when clogged with fine sediments.
,��`? �oF 'Z'Y' Cabarrus County, NC
3. All seeded areas shall be fertilized, re-seeded as necessary, and mulched according to � Q See Drawing
specification in the vegetative plan. = SEAL
� sheet Drawing
15472 l Hammill Construction Company, Inc
$� 09'•..FYCINE . ���`c 5051 St. Stephens Church Road
Gold Hill, NC 28701 2
of:

RECLAMATION CONSIDERATIONS
1.Future areas of disturbance should be limited to 25 feet or more from property lines.
Also, future permitted excavations should have slopes of 2:1 (H:V) or flatter above the water table.
692 688 /Oe/�It 2.Diversion berms should be removed as well as the brick filter sections with the natural
I 684' , L/hjjts, , ` _ ground forming a broad swale. The brick bat and soil shall be spread thinly to promote
/ 6s° a/�a / sheet water flow (Basin No. 3).
/ propert
r 1 h
/ y Li e e p� / \ 3.Leave conduit outlet for Basin No. 2 in-place. Verifty that Basin No. 1 is connected by
10
�s9r n 61z' r�/t��m; the existing ditches to Basin No. 2.
4.Two (2) lakes tentatively will be formed at the mine. Lakes should be at least 4 feet
642 deep at normal Pool level.
/yc
� • t
I 672'
S.Leave existing haul roads in place.
6.Revegetate as per recommendations in Existing Mine Permit (see following).
sag, \ Permanent Seeding Specifications
I 658 \ ` Dates Species Rate, Lbs/Acre
� 654' �` � � � 1� 63p, \ � a `
February 15- April 1 Korean Lespedeza 10
I \ \ ✓ - - 626' \ / Fescue 40
622' ���tltsr Redtop 1
\ sra ae�y / Winter rye (grain) 15
I ;
N \ Hatal Rva April 1- July 31 Common Bermuda 50
_ culvert August 1- October 25 Lespedeza (unscarified) 30
German millet 40
i - \ October 25- February 15 Rye (grain- temporary) 120
l
Area ReclaimsOd 25 .4 acres
-
- -- - - - And released (March 1 , 200 )
6�° � � �
\ _ = - Soil Amendments
_ - -
6�� \ = _ --
14C = 1 Lime- 2000 lbs/acre or follow recommendations from a soil test.
I6ati 630 O\ _
63e \ - _ - -- _- -- -_ _- J Fertilizer- 1000 lbs/acre 8-8-8 or 10-10-10, or fallow recommendations from a soil
I i --
_ --- -- - - /
- - - _-- -- - -- _ - - test.
- ---- - --
I 634' - - _ -- s - _- ,
-_ - / Mulch- All seeded areas shall be mulched using small grain straw at a rate of 2000
- -_ - - -
so , - / Ibslacre and anchored appropriately.
- - --- ----- s
_ - -- -
-- __ _-
I - /
Whenever possible, disturbed areas should b at'-- -- dbe vegetated with native warm season
/ - - _ - _ __ - _ - p
- _ -_ - Q� - _ grasses such as switch grass, Indian grass, bluestem and gamma grass.
- _ g g g g
_ In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
- _ -- _ _ - _ _
/ _-
I _ = _ - _ - f Wildlife Resources Commission to enhance post-project wildlife habitat at the site.
'�/ � e '
/ -- - -- -- -
_ _ _ _ _ - _ -- __
_ - - _ -
_ - - _ =_ i P
11 . -- - -
5 Acre Lake
-- - --
-- - -_
-_ - - -= ---
- _ _
\ \ - -
d N
Mine A - - -= _ _
errn t _ = - -_------
------ -- ---
an -
- -- _ -_
ad a - _ = a.
\ Y Right Of I - - - _ Existing vert
41 _ w y -_- - --- --
-- - -
- -
,,, F _ -
C
/ = ross - Sect�onCL
B oB '
NTS
V)
` • qj
Y B
62625 ft.
'
AFDC r \ \ Basif © •\ / �% Undisturbed
PRE- 1971 Mined Land f � , . _ , . ,�
` '
Buffer
SCALE : 1 — 100 (This Portion of Property Not within -- - - T
the mine permit limits)
- — \ e-
Co
o -
/ C.
i
i
Post Mining
LEGEND
- -
Existing Pro
perty pert Line
-
�
Adjacent Property Lines � �
/ Cross - Section A-At
/ NTS
620' Topographic Lines with Designated Elevation �*�---
- / A
Existing Haul Road Haul Road
:. Pre-_
Mining_ _ _ _ Haul Road
Prposed 10-yr. Limits of Disturbance — — — — — — — _ _ — A•
% Surface Water — — —
NCDOT Right of Way ~ /
- -- --- -- -- - - Surface Water_ _
• \ 4 Min. , _. 4' MIn .�—_ _ _ _ _ _ I _ - - _ _ - - � Stream
- — - - — - - - Intermintent or Perenial Stream �/ / Post Mining _ So' Undisturbed \ � /
/ Post Mining - Buffer
Existing Ditch
Bodies of Water Formed by Mining
77 ENGINEERING & ENVIRONMENTAL DAZE:
SCIENCE COMPANY 06/10/05
m
v
c� 3008 Anderson Drive
Residential Dwelling cZ D�
t'D m Raleigh, NC 27609
`� � [phone] CM
^e rn xi:visen:
v 12/oa/zo Reclamation Plan
" Nnu R0't,1&,, 12/04/20
Kluttz Mine (Permit No. 13-02)
Cabarrus County, NC SCALE
c - See Drawing
SEAL
i 5472 / �_ Hammill Construction Company, Inc sveec No.
2
cirJE .•�G��= 5051 St. Stephens Church Road
Gold Hill, NC 28701
of-_ 2