20210826_Mine_Maps

I To Little To
Switzerland h'Try Linville
2�
IT�erican
I I I Woodlawn ead Rd
I I I Hwy 226
o I Arnold 0. Hudgins10
I
i and Betty Epley Hudgins David Everhart
a o I Consolidated Real Property Jessica Lynch Consolidated Real Property Harry Burnette I I Hicks Chapel
d Jackie R. Deaton 288 at page 298 �. Timothy Burnette I loop Rd
co p g Consolidated Real Property 1209 at page 779 Consolidated Real Property
M G Consolidated Real Property Parcel ID No. 0794-00-72-0452 p y Consolidated Real Property
o P• � 1018 at page 811 � Parcel ID No. 0794-00-72-6288 431 at page 109 I Toms Creek Rd
b c� 612 at page 572 I 764 at page 336
o 3, `'t o I Parcel ID No. 0794-00-72-4341 p �' I Site
w co Dn„„o) rn ATn7o�_nn_a�_7��a Parcel ID No. 0794-00-72-9313 D,--- I rn NT_ n7on_nn_aq_1'49a
15. Contour intervals are 2 foot and has been created using aerial imagery using mean
sea level elevations.
16. 50' Unexcavated Buffer.
17. 25' Undisturbed Buffer.
18. — — 50' Stream Buffer.
19. hall roads, 1.55 Acres.
20.E earth berm.
21. sediment basins.
Timothy Kevin Washburn
and
Joe Washburn, Jr.
Consolidated Real Property
1296 at page 487
Parcel ID No. 0794-00-70-6042
Mountaineer Land Surveying, P.A.
29 Summit Avenue —Spruce Pine —North Carolina-28777 [phone]
61—Logan Street —Marion —North Carolina-28752 [phone]
Marion
Vicinity Map
y
Y
lerty
9913
Burnette
�e
Burnette
E1 Property
449
b-00-91-0267
= 36.2 +/— Acres
Soil Erosion, and
Permit Plan for
er Stone Co, Inc.
tn Mist Mine
nsolidated Real Property
295
at page 718
(Kevin
B. Waycaster)
628
at page 664
bonnie
R. Stevens and
ife Dawn Boyd Stevens)
1166
at page 91
.enneth
Waycaster Jr.)
►h e e t 1 of 3
rion Township
County -North
July 15, 2021
Carolina
Scale is 1 `80' (1:960)
0 80' 160' 240' 320'
22. corrigated metal pipes.
23. � level spreader.
Job No. 21-096

Check Dam 1.5' min.
9" min /
,W -- - --- --�--- - -- -�-�-'
►air ,O , � ,a tZa'
�"wadi, °-'"• }Vi.'+'�,�..
Filter Cloth
Plan View
12" of NCDOT #5 or #57
washed stone 1.5'
c?l
Class 8 Riprap
2' max. at
r center
Filter Cloth
4' to 6'
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
dam.
Skimmer Sediment Basin
F
Inflow
E
structure
fix
a
Lu
a§R E
Lu
Skimmer
dewatering
device Emergency
spillway
Average r Area
Width W L
" Area of basin water surface at Baffles
top of principal spillway elevation
1' Freeboard
Inflow Baffles
Embankment
structure
� � \
\\y
il41
De watering
A
6" mm invert elevation of
I a`
emergency spillway
Filter fabric
Emeillrgency
spway
Sediment Cross -Section
storage one
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway- From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
Smoothly blend
contact area
Trapezoidal Riprap Channel
Design top width Rip Rap Channel
�i
„I Design depth _ Il ail
�I >ill�7
Figure 6.31a Construc[ion detail of rlprap channel cross sections.
I : .�iiji(*�(Ilt=Jl111-1 III II I�ii11=�I I I I"u^L!-'
L Filter layer, gravel
or fabric Parabolic -shaped Riprap Channel
Smoothly blend 144 Design top width
contact area
V-shaped RIDraD Channel
First Chamber
Second Charnber
ZS%ofsurface area
25% of surface area
Outlet zone
25% of surface area
Inlet zone
='
25%of surface area
xu.
5' crest Nrdth
ii
"
71,
Inflow
Structure
}
,
s �
--
i
Skimmer
Dewatering
Riprap_
Device
or Slope Dram d �-
r
Earthen
embankment LEmergency
with stabilized
side slopes
Spillway
Baffles
Figure 6.66a Porous baffles in a sediment basin. The flow is distributed evenly across the basin to
reduce flow rates and turbulence, resulting in greater sediment retention.
Debris from slope
above is caught
by steps.
Drainage
-r Greater >0
than vertical
Surface Roughening
2-3
(depending on material)
so
LLU ilTl [`!�`1_ Cut steps with
' drainage to the back.
Avoid low spots.
Figure 6-03lo Stair stepping cut slopes (modified from Via SWCO).
)Ta-
Groove by cutting furrows
along the contour. Irregularities
��l�
in the soil surface catch rainwater
and retain lime, fertilizer, and seed. — 1-3
or
t 4
Figure 6.03t Grooving slopes (modified from VaSWOO). li=II I I —
14,11 Level Spreader
Vegetated '�y�s'��' l'�, K ,,?'�a'. •.'. \/�>.n�.,- Y
'Transition
diversiontoo grade
fir' i,M' '1' .t,r4�� .a v..l• �.. v.'
�N,.41. ,,y,,.d�r „i)r,� � � J� 4<<
40
.1r•+ji.is tru'.4r,. >>�u,A+ al'•'' � ///�'f� .w�' ��� A L°` , d" 'n�'I'
�.u.4,P • 1,.�pd, r, 'WI`///f ! / vti"a�w1 y, lr 1 ,R►4"
Stable
`„r 3 • ti„� w
„
undisturbed Y:: t fir, wl M,tL' \• ,r„
Outlet �E
1'k ` 1. �" rs1i,. 4.r i . �r. `h �,tAll, Ir,.
k• vn S" t1w.
uii ai .- tl• �tr. xlt' ri,. l r. lY' dt , �l' < t< \a. �... w Vf�
\ }� Stabilized
l slope
I�tItr
k„ �I1,�ar �, rl .JI...1,.`
t.
Figure 8,40a Level spreader is designed to disperse small volumes of Concentrated flow across stable slopes.
Cross Section
Material Variable
stapled in
place -------- —
6
milt �II 1991
Iu0,M71Sc ' i 111�
Level lip
I rl�
��111�I11i��f(11� I — I I
of spreader_
Buried{j1l�l�llll
6" in ,
Figure 5.40b Detail of level spreader cross section.
Pipe Outlet to Flat Area —
No Well-defined Channel
3do A
I do ---
Plan
La
�IIIt�!Tl �d ,,,.L't111
Section AA 'Filter
Notes blanket
1. La is the length of the riprap
apron.
2. d =1.5 times the maximum
stone diameter but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be installed between
the riprap and soil foundation.
Culvert Outlet Protection
Pipe Outlet to Well-defined
Channel
_A;—
��Section AAFilter
blanket
TI 6.41c [I outlet protection (modified from Va SWCCi.
- u
Figure 6.17d Temporary Channel Liners; Washington State Department of Ecology lGrass Lined Channels Figure 6.17e Channel Installation and Slope Installation: Washington State Ecology Department
Excavate channel to design
Overlap 6" min. grade and cross-section
41, d�
11
14W Longitudinal anchor - Terminal slope and
trench 12' channel anchor trench
\'e Design depth 6"
Longitudinol
a" anchor trench
Overcut channel 2" to alfdwft �r„ 'r U I!is
Stake at T-5'
during seedbed preparation intervals
rr �
f' ll N
P 6"
Typical installatio91
n
with erosion control t ri,
blankets or turf
reinforcement mats o�
r9 'slot at 25'
Intermittent check slot
Longitudinal anchor trench - intervals
Shingle -lap spliced ends or begin new
roll in an intermittent check slot
Prepare soil and apply seed bef
installing blankets, mats or otjt
temporary channel liner f
NOTES:
1. Design velocities exceeding 2 ft/set require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. Grass -lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
mats
N r
Initial channel Intermittent
anchor trench check slot
NOTE:
1. Check slots to be constructed per manufacturers specifications,
2. Stacking or stapling layout per manufacturers specifications.
Slope surface shall be smooth before
If there is a berm at the top of
placement for proper soil contact.
slope, anchor upslope of the berm.
Stapling pattern as Min-
~ ' Anchor in 6"x6" min, Trench
per manufacturers �i
and staple at 12" intervals.
recommendations.
Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Do not stretch blankets/matting tight -allow
Bring material down to a level area,
turn the end under 4" and staple at 12"
the rolls to any irregularities,
intervals.
For slopes less than 3H:1V, rolls
Lime, fertilize, and seed before installation. Planting
may be placed in horizontal strips.
of shrubs, trees, etc. should occur after installation.
Mountaineer Land Surveying, P.A.
29 Summit Avenue —Spruce Pine —North Carolina-28777 [phone]
61—Logan Street —Marion —North Carolina-28752 [phone]
VEGETATION PLAN
l . All of the disturbed area will be covered with dirt and or gravel
as needed to prepare for seeding or future use within 21 days of
completion of any phase of grading.
2. The surfaces to be seeded will be roughed and tilled to prepare
a seed bed.
3. The following Lime and fertilizer mix will be used to prepare
the soil for the seeds:
Agricultural lime 2,0004/acre
Fertilizer 1,000#/acre
4. The following seed specifications will be used paying special
attention to the date of seeding and seeds required for that
season:
Dates Species Rate #/acre
Feb 15 — March 31 Korean Lespedeza 10
Fescue
40
Redtop / Cloves
1
Winter Rye (grain)
15
April 1 — July 31 Common Bermuda
50
Aug. 1 — Oct. 25 Lespedeza (unscarified)
30
German Millet
40
Oct. 26 — Feb 14 Rye (grain —temporary)
120
Spring / Summer Mixture (Mayl — September 15)
Browntop Millet
20
Korean Lespedeza
20
VA 70 Lespedeza
1
Earth Berm Diversion
Flo w
—�— Ditch
,
Compacted earth
excavated from
ditch
Fall / Winter (September 16 — April 30)
Rye (grain) 120
Korean Lespedeza 20
VA 70 Lespedeza 1
One of the following may also be added to the above mixture
Crown Vetch 5
Ladino Clover 5
Alfalfa 5
5. Surface mulch shall be applied after seeding to provide a means
of controlling runoff and erosion in disturbed areas. Straw
mulch shall be applied at the rate of 1 ton per acre. Straw
should be dry, unchopped, unweathered and free of weeds.
Wheat or oat straw is preferred and can be spread by machine
or hand. Straw must be tacked down to avoid loss by wind.
6. After a vegetation growth is established, fertilization will
continue as needed until a sod layer is established.
7. Decorative landscaping may be added later as a beautification
project in stable areas, but only in areas not subject to erosion
and heavy runoff.
8. In areas where shade is dominating the mixture should
substitute Orchard Grass and or Blue Grass for Fescue.
9. Temporary seeding should be performed using 40 pounds of
German Millet or Rye (grain) per acre and the fertilizer and lime
mix above.
10. Top dressing should be performed within 6 months if a vigorous
growth has net been established,
Sediment, Soil Erosion, and
Mining Permit Plan for
Waycaster Stone Co, Inc.
Mountai*n 1 s In e
Consolidated Real Property
797 at page 349
(Kevin Washburn
,,,ttrtrrr,,, and
,•`'
; CA Rp Bryon V. Boyd)
,
`t ••"'•• L and 852 at page 709
:p4•'o,jESSIO*'• 1/%
$:•44 ��•�,y ; (Richard Allen Gurley
SEAL and wife
* * = Debra F. Gurley)
L-4413 0Q"
Sheet 2 of 3
'. IN ..*-' '%% Marion Township
rr•rrrtittt,,,, 1 McDowell County —North Carolina
July 15, 2021
Job No. 21-096

11111 ■ pro III MOII►` MI71111;
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