20230817_Mine_Maps

LEGEND ROWAN
C O U N T Y
Existing Property Line - -
r r Bodies of Water Formed by Past Mining -- -- - -- -
New Property Line g -- -- --- - - -- - - --- - - - - -- -- - - -
( tMl6 xanx m-
- — — - Adjacent Property Lines Property Information ' �:
i
Site Address: 11703 Sansbury Road
' L-�
Topographic Lines with Designated Elevation Residential Dwelling
g Mt. Pleasant, NC 28124 � � n" „£ � � •
(
Existing Haul Road Soil Berm PIN: 56839221480000 z z '�`- _
_ .
Deed Book/Page: 15630/0315 b� z
Prposed 10-yr. Limits of Disturbance Silt Fence Property Owner: Hammill Constrution Company, Inc. �, %
----- --- NCDOT Right of Way 5051 St. Stephens Church Road
ite ..�>„
Gold Hill, NC 28701
a.rww..
- --- -- -- - - Intermintent or Peremal Stream
Existing Ditch
Total Parcel Area: 90.78 acres
— " — — - � • � ,� � a � �
-
670' zsm zxt3 i3(u�. nzs vsz as r - / P
� j aslu 'y Aun �
'Hammill,Janis R
i9az 9s �r4z zaw /
/
Cline, �,�j12012 Kluttz Rd.,, N
J,/ e, Darrell Brya y
Cline, Phillip W Cline, Lisa Tucker ! Gold Hill,NC 28071
Cline,Ann C — 11750 Cline Rd., PIN:56839363180000
j
F
145 Staysail Rd.; \��� Gold Hill,NC 28071 Zoned:AO
Salisbury, NC 28146 / ;//' / PIN:56838460r:1000
PIN:5683745041000/ _`\ Hammitt;Barr Allison / Zoned:AO p�propL,
Zoned:AO y ��S t Hammill, Larry W wafts crossroads
Hammill,Gina L n � ` \ dM/n�h� Hammill, Penny D / � ENLARGEDMUIVICII'ALANDSUBURBANAREAS
/ � ra 2020 Kluttz Rd., / ■ ■ ■
11900 Kiuitz Rd,!
\ 'Gold Hill,NC 2807t- d Hill,NC 28071 ABARRU COUNTY
i —� NORTH CAROLINA
--�-- ` / r IN:,5693030221p0�
PIN:568383410700 r��O P \ Vicinity �aARTME N L
/�c red:AO
/ Zoned:AO ��/
NORTH CAROLINA UEPARTMF.NT OP TRANSPORTATION
s � � � OPRRATf01VS PRC7L;RAM MANAGFMRNT U\'IT-MAPi9NG SECTfON
\ I Lv IGH A Y A MINJq
_.._� /I U.S.DH'ARTNEW OFTRANSPORTAMN
� ------Baxter,Micah,Trustee � FEDERAL HIGHWAY ADMINISfRATRNI
/ C W.
r � / / Baxter,Malinda,Trustee
/4 2477 Nellie Beaver Rd.
r?ji a /qNN Mt. Pleasant, NC 28124
�/ � Ma i,Aie>;uT oF qLaL-ovu:rc Yen v
t,,.�I&and �4►' � PIN:569303616,70000
r New Lan to. d Zoned'AO
Be Disturb e t prop@ 646'
.,
�. __-------__� General P ProjectInformation
The existing mine (Mine Permit No. 13-02) with a mine permitted acreage of 75.1 acres is on an
84.78 acre tract of land owned by Hammill Construction Company, Inc. The site lies
I d (25.4 acres) --:. immediately northwest of the intersection of SR-2426 and SR-2442. Mining is primarily for
Area Reclaimed
, 200 ) -And released (illlarch �
ia::E:E:
� , j �, �, i' --�- EiiE:: j--- / t l clay, although some excavation is also for stone. No blasting is conducted.
CD
P°"'P Proposed mine modification is the addition of 6 new acres of land along the northern portion of
I Blackwell,Mason L \ f E
lackvvell,Lisa M > \ the property. The proposed modification includes an additional 6.61 acres of land disturbance
1461 Sansbury Rd., (41.63 acres total) and an increased mine permit acreage of 81.1 acres. The new land disturbance
Mt Pleasant,NC 28124 -
\
SIN:56837262740000 ;ii � will drain to the existing erosion control structures, although soil diversion berms will be need to
� axi,� �� �-, �� �
Zoned:AO ;::' _ _ �� direct the stormwater to the stormwater structures.
Mining is shielded from public view from all perimeter mine boundaries except from SR-2416
Kluttz,Van Estate
C/O Andy Kluttz, (Sannsbury Rd.), a low trafiic volume road where some vegetation does not screen the mine
5ed b 88'b 4 deep) 10855 Mt.Olive Rd.
� � P, from the road.
II
Mt Pleasant,NC 28124
!:; / PIN:56931 1 1 881 000 Erosion control is provided b three basins. Basin No. 1 is the rock excavation area. The
_ Ext/ ntrance Stone Section :° _ "/ Zoned:AO y
�� � ,� �o Basin No. 2. Maximum rate of
�� � � �, ,,� /! > Q accumulated water is pumped to B u a pumping is 400 gpm.
i
_ 1
However, due to the impervious nature of the ground the pump is only operational less
Blackwelder,Ricky Dale ''-•-_. / ,) % � / t0 -=� n 10
-_-- % of the time. The daily volume of water pumped is less than 10,000 gallons/day.
Blackwelder, Rosita Yolanda 8�a�o W /__ , ' than
11460 Sansbury Rd., �'- ad ay /ghtof, / iE to pile �- ,� ,/ o. as a riser pipe outlet and Basin No. 3 has diversion berms with a brick bat
Mt Pleasant,NC 2812 �' Basin N 2 h
outlet.
s��z
PIN:56837121570000
Zoned:AO —
/ _ --- - f��� ,� Upon completion of mining, the waste pile, stock piles and berms will be leveled to
n — ��
I / / % // ��--•" dBUffe- � 'J I� - �' ! Land Disturbance(Life of Mine) promote gravity drainage. The outlet structure for Basin No. 2 will remain in-place. The
"Rooks,Jared ! - r ��� ��
`- -",-,.Rooks,Sarah iu �•" brick outlet for Basin No. 3 will be spread flush with the ground to form a broad Swale.
! - _ ��.�- ��
/ 2475 Spruce St. , Category Current Affected Proposed Change to Total Affecte Two lakes will be formed from the mine excavations.
Kannapolis, NC 28081 C�V` E it/ trance Stone Section Acreage Affected Acreage Acreage
P1N:56838170810000 -
Zoned:-AO
4 � - Tailings/Sediment Ponds 2.00 0 2.00
REFCEIVS
Stock Piles 1.80 0 1 .8017
Waste Piles 1.00 0
1.00
M!N'N�Q9AC t7
p"QGRAt
Processing Area/ Haul Roads 0.80 0
Kluttz,Van Estate 0.80
C/O Andy Kluttz,
' 10855 Mt.Olive Rd.
;' Mine Excavation 30.90 5.13 36.03
, ; Mt Pleasant, NC 28124
' PIN:5693111881000
Zoned:AO 36.50 5.13 41.63
' Total Affected Acreage
75.10 81 .10
Total Permiteed Acreage 6.00
SCALE: 1'=200' '
ENGINEERING & ENVIRONMENTAL DATE:
2 C SCIENCE COMPANY 08/10/23
3008 Anderson Drive DRAWN:
Raleigh, NC 27609
Drawing List [phone] TPS
' C-1 General Mine Information General Mine Information REVISED:
Kluttz Mine (Permit No. 13-02)
C-2 Mine Layout 11703 Sansbury Rd. SCALE:
.. Mt. Pleasant, NC 28124
C-3 Reclamation Plan s>=A � Cabarrus County, NC See Drawing
D-1 Details �Y 154 Sheet No.
Hammill Construction Company, Inc
5051 St. Stephens Church Road C_1
Gold Hill, NC 28701

Land Disturbance Sequence for Modification
1
1. Install silt fence downslo a of new soil berms. '
2. Install new soil berms.
northward.
n • \ /© /�
3. Continue imining o �`_ \
� -__��}m� , a M,
�, Silt Fence �. - /�
SCALE: 1'=100'
694 e \ \ \ \ \ 4, /
S 6, -
/ a/7cl p — J/ o10
/
Silt Fence
tine
J
646,yy
0 Q,rt I
�
IVO
IV
o Area ReCianed (25 .4 acres i
-� Andreleased March 1 , 200 r
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3- / � f 77 Pump
- /
Sq
ZZ Z
IX
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3edi/nt Storage area
\ - 4'bD 'by 4'deep) th
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CO
ExitfEntrancetone Section //� .-- B
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ED
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. _Lmit - / / / I1 Ston I� - MINING PROGRAM
QUALITY
\ • - - _an ad '
tockpile Existir�'g�t Rq
- - v -
Right of
•V_ _ �/ �G/a t r Surface Area. Wa � \ ' + `
D ring 10-Vear
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/ ---__ •► ;., - : •\:_ ill/)')~ 1� • - ' r— — i—!. ::::. �/
s _ ��✓ DATE:
LEGEND , ._ - - si&A-eArea<
ENGINEERING & ENVIRONMENTAL
�.•- •.,�, \ \ TJ�.3 acres�� � • 08/10/23
Existing Property Line _ ! _ -� �\ DRAWN:
SCIENCE COMPANY
Bodies of Water Formed by Past Mining _ _ '
_ \
- . 3008 Anderson Drive
New Property Line _ 9
�- Raleigh, NC 2760 TPS
r-� -� i �' " • _ "
Adjacent Property Lines .--' .—J .--' �--' r- _ o _ • _ .�• :.' _ . 7 � ; [phone]
Dwelling � �, �, �, � - _,. _ �� � Exit/, ,,,trance Stone Section ; REVISED:
� I Residential Dwe g r Mine Layout
`620'_ Topographic Lines with Designated Elevation _ �
— .. , _. ! Kluttz Mine (Permit No. 13-02)
_ , 11703 Sansbury Rd.
i—i .. , SCALE:
. _ Pleasant, NC 28124
ExistingHaul Road -. Soil Berm ! �a
Mt
— _ _ � � Cabarrus County NC ""
j� �••,, See Drawing
Silt Fence
is of Disturbance \ _
l - r. Limits �—� �--, �—J r—, �, r—' i j � � _ , _ /�"'��' Sheet No.
Prposed 0 y �� ,--� � � ,--� / � _ , ,- _ � �' ��� Hammill Construction Company, Inc
NCDOT Right of Way ' / `
- 50 ens C
i - � • � 51 St Stephens Church _2
- - - Intermintent or Perenial Stream /
Gold Hill, NC 28701
— — — — — — - Existing Ditch

RECLAMATION CONSIDERATIONS \�\\\ '6\ 65N A Cross-Section A-A'
\ \ ,
Haul Road NTS
1. All perimeter excavations should have slopes of 2:1 (H:V) or flatter above the water table. �' `~<, — — — -- — — — — — — — — — — _ _,Ere Mining Haul Road
V� A�
Surface Water — — — — — — — — '— — tom
2.Diversion berms should be removed as well as the brick filter sections, with the natural a pr pr �ininoMin.— Stream
ground forming a broad swale. The brick bat and soil shall be spread thinly to promote \ \ O Q 0 4' Min. `
O,�i
rt ost50'Undisturbed`--
sheet water flow (Basin No. 3). \ ��,�' ` O(y y / Buffer
\\ m M%j� <//'� Post Mining
% p hq
3.Leave outlet for Basin No. 2 in-place. Verifty that Basin No. 1 is connected by
the existing ditches to Basin No. 2. 1 \ ` �\ \\ ` Br
a
/ 4.Two (2) lakes tentatively will be formed at the mine. Lakes should be at least 4 feet \\ / \ \ \ 2 ,
44 deep at normal Pool level. \ t
/ i `o \ Cross-Section B-B
SCALE: 1 =100 �/'/ 5.Leave onions of the existing haul roads in lace. as shown on the plans.
p g p p \ \ NTS / / 25 tt.
J j 6.Revegetate as per recommendations on Sheet D-1. __ `' / / Undisturbed
`AQCD
CL
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ry.
J /= Q/ `• \. � -' Post Mining
J 674' �/ \\ a�stUa e l = O-------------------
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Y \eeU �
_
� 67,
�\ _ -_ er__ �� _� �___--
---_--
� : rea Rvual, rn d (25 .4 acres :. _ �
Arid released (March 1 200CD
41
J
Jam'
v 634'
�H S _-630,
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Exst/Entranc Stone Section
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LEGEND �m � -- ------------
r ` y - ndjSturbe�` — �, � = �� 594' �Oo
Existing Property Line —_ r _
r
_ --- ---------
New of Water Formed by Past Mining `'� • � �.r41
New Property Line y
r
JC7
Adjacent Property Liners V'
• .. . �� torag�At`e� i
620' Residential Dwelling .
Topographic Lines with Designated Elevation ' — .. -� � I 594' '
-- - •w , - _ . \\ Jos.. CJ i //
Existing Haul Road __ Soil Berm , ENGINEERING & ENVIRONMENTAL DATE:
Silt Fence r DC Exit/tritrance�S+LOne section 2 C SCIENCE COMPANY os/1o/23
----- Prposed 10-yr. Lin-fits of Disturbance . / 3008 Anderson Drive
DRAWN:
— — — — — - NCDOT Right of Way � — - ` " �� Raleigh, rrc 798 TPS
- - - Intermintent or Perenial Stream �—� J � '—' '-` '—' '—`" ' �' '—' '—' '—' • j � ���, •" �• �, \�, ` '' • � .. ,
Reclamation Plan REVISED:
— — - Existing Ditch / �� i ---- -- Kluttz Mine (Permit No. 13-02)
�/ -J �J �J �J �J �/ �/ �/ / .. 11703 Sansbury Rd.
,— r ♦ I \ .•,¢ ra, Mt. Pleasant, NC 28124 SCALE:
r ,
\_ i4 See Drawing
Cabarrus County, NC
✓', 15472, Sheet No.
Hammill Construction Company, Inc
5051 St. Stephens Church Road C-3
Gold Hill, NC 28701

Vegetation Plan
l.Spread topsoil over disturbed areas and leave surface reasonably smooth and uniform. SILT FENCE DETAILS
2.Scarify surface to prepare a seedbed four to six inches (deep. Use such equipment as COLLECTION BERM CROSS SECTION
tilling, discing, tracing, or the teeth on a front end loader.. Minimum 12-1i2 Gauge Intermediate Wires
Steel Post
Minimum 10 Gauge Line Wires
3.Mix lime and fertilizer with the soil during seedbed preparation. 8'MAXIMUM woven wire Fabric
(variable as directed by the engineer)
ilt Fence Geotextile Fab rie
3 NOTE:HEIGHT OF BERM WILL INCREASE
4.Seed on freshly prepared seedbed following the application rates for the appropriate season. AT BRICK BAT SECTION BERM CONSTRUCTION SPECIFICATIONS
Y-0"
2 1. Construct berm by placement of overburden. 26"
ilt etc Fa 'c
3.Mulch all seeded areas immediately. I ► 3' d Nu id
2. Prior to placement of materials for berm formation, cut wi fr t Grade 4' Min.
vegetation nearly flush with ground.(if applicable) Grade
5.Tack mulch on slopes 3:1 (Horizontal : Vertical)or steeper by spraying with emulsified asphalt.
8"Minimum Cover over Skirt
Use an anchoring tool such as a farming disc set in a vertical position on slopes less than 3:1. II=11=11=II=II=11=II=II=II=11=I1=II=II=II=II=II=11= II=11=11=II=II=II=11=11=II=11=11=11 3. Compact materials in 1 ft. lifts by construction traffic. 4"Minimum horizontal turn
Mulch netting may also be used on slopes. T-0"
4.Inspect seeded areas and make repairs within the planting season. If vegetation is over 60%
damaged, repeat steps 2 through 5.
8.Permanent revegetation shall be accomplished at the specified times of the year. Temporary
vegetation shall be applied outside of the optimal times fior establishment of permanent vegetation Silt Fence Specifications
1.Steel posts shall be a minimum of 5 ft.long,weigh a minimum of 1.3 lb/ft,and The filter fabric shall meet the following minimum physical requirements:
9.Seeding Schedule. have projections to aid in fastening the wire or fabric. Steel posts shall also PROPERTY* 'TEST METHOD REQUIRED VALUE
HAUL ROAD CROSS-SECTION (Typical) have a metal plate welded near the bottom such that when the post is driven Tensile Strength ASTM D 4632 400 Newtons(901b)
to the proper depth,the plate will be below the ground level for added stability. Elongation ASTM D 4632 <50%-fabric self supporting
TEMPORARY SEEDING SCHEDULE
_>50%-fabric requires woven
30+- ft 2. Woven Wire Fence shall conform to the requirements of ASTM A 116, wire backing
Seeding Date: August 15 to December 15 I Class I zinc coating for wire. The fence shall be at least 32 in.high and shall Apparent Opening Size(AOS)** ASTM D 4751 0.84 millimeter(U.S.Sieve#20)
have at least 6 line(horizontal)wires. Stay(vertical)wires shall be spaced Petmitivity ASTM D 4491 0.01 Sec."
Seed Type Rate Existing Ground Surface
12 in.apart. The top and bottom wires shall be 10 gage. All other wires shall Ultraviolet Stability(retained ASTM D 4355 70%
o 0 0 0`-'O`' o " O v o o O O O be 12 1/2gage.
Rye (grain) 120 tbs./acre 0 0 0 0 0 0 0 O O O O O O O O ultraviolet let exposth after ure)
of
10-10-10 Fertilizer 1,000 lbs./acre 3. Filter Fabric shall be composed of fibers consisting of long chain synthetic
Thin Vaneer of No. 57 Stone polymers composed of at least 85%by weight of polyolefins,polyesters,or 4. A 6 in.x 6 in.trench shall be dug on the upstream side of the silt fence.
Lime 2,000 lbs./acre polyamides. The fibers shall be formed into a network such that the filaments The silt fence shall line the trench and extend up the posts for the remainder
Mulch 4,000 lbs./acre or yarns retain dimensional stability relative to each other. The filter fabric shall of the fabric width. The trench shall then be backfilled and tamped. Silt fence
Road Construction ;Specifications be free of any treatment or coating which might adversely alter its physical fabrics shall be spliced together only,at supporting posts with a minimum of
SeedingDate: January 1 to May 1 properties after installation. The fabric shall be free of defects or flaws which 6 in.of overlap and in such a manner to prevent silt from passing between
y y 1. Cut vegetation to ground surface. significantly affect its physical and/or filtering properties. The fabric shall have the two ends. At the time of installation,the fabric will be rejected if it has any
2. Place initial layer of No.57 stone or brick bat on the ground and work a minimum width of 36 inches. defects,deterioration,or other damage incurred during manufacture,
Seed Type Rate stone or brick into the ground with construction equipment. transportation,or storage.
Rye (grain) 120 lbs./acre 3. Add additional stone or brick as needed where ground is unstable. The filter fabric shall be furnished with suitable wrapping for protection against
Lime 2,000 lbs./acre moisture and extended ultraviolet prior to placement.
Silt Fence Maintenance Considerations
10-10-10 Fertilizer 7501bs./acre
Mulch 4,000 lbs./acre 1. Inspect silt fences at least once a week and after each rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse,tear,decompose or become ineffective,replace it promptly.
3. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain and to
reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it
Seeding Date: May 1 to August 15 after the contributing drainage area has been properly stabilized.
Seed Type Rate Basin No. 2 Existing Outlet
German Millet 40 lbs./acre
10-10-10 Fertilizer 750 lbs./acre Cross-Section
Lime 2,000 lbs./acre
Mulch 4,000 lbs./acre
PERMANENT SEEDING SCHEDULE 18"Diameter CMP 4i' Trash Gaurd
Perforated Riser Pipe -}-
Seeding Date: Best Possible 3.6' Class A Erosion Control Stone or Brick Bats(9"Thick)
brickbat
Fall: August 25- September 15 August 20-October 25 s7 Stone orcrushedgrad
brickbat of similaagrada
tion ation
Late Winter: February 15-March 21 February 1-April 15 s=o.o13 tuft
� �������_���
Note: Outlet protection not installed at this time.
CMP Barrel 18"Diameter,40'Long _ ` No significant scour noted and installation of
Seed Type Rate Filter Fabric g
Tall Fescue 100 lbs./acre the outlet protection should only be installed RECEIVED
Sericea Lespedeza 30 lbs./acre when scour is noted.
Kobe Lespedeza 10 lbs./acre
10-10-10 Fertilizer 1,000 lbs./acre LAND QUAUTY
Lime 3,000 lbs./acre MINING PROGRAM
Mulch 4,000lbs./acre
Note 1: Fertilizer and lime application rates may deviate from above if soils are analyzed BASIN NO . 3 BRICK BAT SECTION
for optimum rates.
Note 2: Mulch shall be tacked with emulsified asphalt at rate of 14 to 28 gallons/1,000 sq. ft. (NTS)
B12ICK BAT SECTION SPECIFICATIONS
on slopes of 3:1(H:V)or steeper. CROSS SECTION 1. Remove topsoil from area of brick bat section and place
brick bats directly on the filter fabric. However, for the
Note 3: After August 15,use Unscarified Sericea seed for permanent seeding period.
h
FRONT VEIW orizontal mat that extends 4 ft. downstream of the
check dam toe, soil shall be removed to accommodate the
S 9 in. thick section so it is flush with existing round
lft.THICK No.57 STONE OR CRUSHED BRICK g g
00
�� WITH SIMILAR GRADATION 23' ll.
1 1 \\\�
eve
3' O � FLOW DIRECTION 2. Construct check dam to dimensions specified in check dam
1) Ground Stabilization* Z
NBERM
details. The top of the check dam (crest level) should
O be maintained at constant level for the full length.
Site Area Stabilization Stabilization Time O00(� 4' 1 Where the check dam meets the soil berm, the brick shall
I)escri rtiou Time Frame Frame Exce tions - - ( II=II=II=I I=II=II=II= 4'Sediment Storage 3� -I See Schedule 1extend at least 1.0 ft. above the crest level.
Perimeter dikes, 1swabs,ditches 7 days None COLLE COLLECTION BERM
and slopes
• High Quality 2' Filter Fabric
water(liQW) 7days None Filter Fabric
Zones
If slopes are 10'or
• Slopes steeper 7 days less in length and are
than 3:1 not steeper than 2:1,
14 days are allowed.
p greater
for slopes MAINTENANCE CONSIDERATIONS ENGINEERING & ENVIRONMENTAL DATE:
• Slopes 3:1 or O
flatter 11 days greater than 50 Feet r0
in length
SCIENCE COMPANY 08/10/23
• A u other area, "10e 1. All erosion and sediment control ractices shall be checked for stability and operation 3008 Anderson Drive
with slopes flatter Id days (except for pp
than 4:1 perimeters and following every runoff-producing rainfall. But in no case less than once a week Any Raleigh, NC 27609 DRAWN:TPS
fI )W zones) 919 7( ) 81-7798
necessary repairs will be made immediately to maintain all practices as designed. For Details REVISED:
* xtensions of timc may be approved by the permitting authority brick bat outlet sections, verify uniform crest level within a differential tolerance of
bapracti weather orotha)ull.Be-specific conditions that makccompliance 1.5 inches. Kluttz Mine (Permit No. 13-02)
imprtcticab{c."(Section I1.H(2)(b))
2. Replace one-foot thick filter section of brick check dam or stone section (BASINS 1&2) 11703 Sansbury Rd.
when clogged with fine sediments. Mt. Peasant, NC 28124 See
Cabarrus County, NC See Drawing
3. All seeded areas shall be fertilized, re-seeded as necessary, and mulched according to ;' ', sneer No.
specification in the vegetative plan. Hammill Construction Company, Inc
5051 St. Stephens Church Road D-1
Gold Hill, NC 28701