20210416_Mine_Map

MOUNT AIRY QUARRY EROSION CONTROL
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VICINITY
VICINITY MAP SITE MAP
PLAN SHEET INDEX: DESIGNED BY:
C-1 EXISTING CONDITIONS/PERMIT MAP ""4\
C-2 EROSION CONTROL DRAINAGE AREAS tb BOWMAN-BUNN, P.C.
C-3 SEDIMENT BASIN #1
C-4 SEDIMENT BASIN#2 b CIVIL ENGINEERING/SURVEYING
C-5 SEDIMENT BASINS ##3 and #5
C-6 SEDIMENT BASINS #4 and ##6 152 NORTH MAIN STREET
C-7 EROSION CONTROL SPECIFICATIONS MOUNT AIRY, NORTH CAROLINA 27030
C-8 EROSION CONTROL DETAILS PH. — 336-789-6610
C-9 EROSION CONTROL INSPECTIONS/REPORTING Email — [e-mail]
Firm # C-1599
C-10 RECLAIMATION/FUTURE EXTENTS MAP

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Tax ID 5938-00-18-4556
Ararat Rock Products Co.
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Tax ID 5938-01-49-6105
Ararat Rock Products Co.
D8 534 PG t277
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Proposed
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Permit.
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• J 204.45 Acres
�3 e� Addition to Permit
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NOTES:
_
1. This map Is a composite of ground surveys, GPS static and reap
time surveys, aerial mapping from Independent Mapping_>;_
Company, digitizing of existing maps, digitizing of aerial
photographs, and other sources.962X EL
r�.:=_... .. �.1-� f' silo Yr. Flood �. x e •. ` � �, .-
2. This map was prepared as on inventory of facilities of the ``=:a:;, .. ' '- S W g °Z.
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existing mine under Permit #86-01. No property boundary
information is shown.
x ID 5938-04-70-5173
3. Contours shown on this sheet are at 10—foot intervals. 1�� ,s Ararat Rock Products Co.
Existing Proposed
^s
••��'-' d' 08 554 PG 1306
4 E t t Bs—o1 367 15 A to d Permit , ;` N P •t
xis rng perms # covers cres, a propose i / eW erml
addition includes 204.45 Acres, making a total of 571.60 Acres. Boundary ( " s Boundary
\ i
NEW TOTAL - y Tax ID 5938-00-45-6453
k `
.. @ \/ Parsons. NEoha57 M.
5. In any area where the new permitted boundary extends beyond DO 680 Pc 345
the old permitted boundary, there is no adjoining landowner =_
` 571.60 Acres `
within t 00feet of the new permit. \ Tax ID 5938-00-35-0319
Ind (t8 AC n BufFx Area Hallman. Lynn Henry
-.:' '1+•;� t '� Hallman, Sandra IN
6. The 100 year Flood Plain Information shown hereon is from De a1a Pc 7s6 L _
information found on the North Carolina Flood Risk Information
System, more specifically FEMA Flood Maps #3710593900J\4�
PANEL 5939, #3710592800J PANEL 5928, 3710593800J PANEL �;'` ^ate Proposed '
Tf #
5938, all with an effective date of 8/18/2009. Legend 44�a��4 atic� New Permit o
Boundary
7. The power —line easement agreement is recorded in D8 100 PG Adjacent Property tines
552 and extends 34' from the center of each line of towers, Property Lines tea{,° / o�Faq } i
Duke Power Company shall have access to all structures at all Existing Roads
times accordingto the agreement. contour Lines _ — t ��4�a,6 / f
9 Existing Permit Boundary � � -� _ °" •� _ � �"- -„ - r
Proposed Permit Boundary�� `
8. All proposed new permit boundaries run adjacent to the Ararat Water Edge/Stream —.. —... —..AZ A
—
River. Limits of Disturbance shall follow the boundary of the 100 Year Flood Boundary
ne
100 year flood plain as referenced in Note #5, except in areas
Power LineOEasemeM — — — — —
where the flood plain line is less than 50' from the edge of Overhead Electric Lines
the Ararat River bank, in these areas the Limits of Disturbance Edge of Woods/Vegetation / tiaar�° e` Fao p ��
shall be 50 from the top of the bank of the Ararat River, See Line Towers
F
Power/Utility Poles
sketch on this sheet. + ae Tax lD s936-DD-is
'`c o��ce Dry Vaughn. Kim 5.
Body of water i / �a"�" 9 f DE 1418 PG 2S9 �, .f - Tax ID 5938-00-34-1035 �- —
!' - Creel, Kalia Comer
Charles
100 yr Flood Plain _ t Tax 1D 593 i-mal Henryj cos ID 59es E. JrTruafe2 DB 1 5 PC Charles Vii
i Griffith, Michael Hnry Clay, James E. JTrustee � DB 755E PG 87
( 02 212 PG 537 \ C/o James E. Clay lit `
. .. VB 5ai PG 995 'v
Exit
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Site
Vicinity Map
No Scale
Tax ID 5939-04-70-5173
Ararat Rack Products Co.
08 554 PC 1306
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Note: When the 100 year Flood plain boundary is
closer than 50'to the top
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50' from the top of the riverbank.
Ararat Rock
Products, Co.
Property Address:
525 Quarry Road
Mount Airy, NC 27030
Mine Operator:
James H. Crossingham, III
Phone— 336-786-2680
Current Permit # 86-01
MOUNT AIRY TOWNSHIP
SURRY COUNTY NORTH CAROLINA
0 150 30D 600 900 1200
GRAPHIC SCALE IN FEET
1 INCH = 300 FT
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Tax ID 5939-04-70-5173
Ararat Rock Products Co.
DB 554 PG 1306
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Note: When the 100 year flood plain boundary is
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of disturbance shall be
50' from the top of the riverbank.
PERMIT BOUNDARY
Ararat Rock
Products, Co.
Property Address:
525 Quarry Road
Mount Airy, NC 27030
Mine Operator:
James H. Crossingham, III
Phone— 336-786-2680
Current Permit # 86-01
MOUNT AIRY TOWNSHIP
SURRY COUNTY NORTH CAROLINA
0 130 300 Boo 900 1200
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C-6
SHEET 6 of 10

Narrative Description
PROJECT DESCRIPTION:
The purpose of this project is to increase the size of the existing
mine permit area to include all land owned by Ararat Rock
Products Co. lying to the west of Ararat River and bordered on the
west by the current Mount Airy Quarry which has an existing Mine
Permit #86-01. This expansion shall include erosion control
measures to provide run-off protection for the various large
drainage areas around the new area.
SITE DESCRIPTION:
The site is located along to the west of Ararat River in a couple of
large extreme bends in the river, east of the current Ararat Rock
Quarry. The land consists of large rolling crop land along the ridges
and steep wooded slopes and cliffs dropping down to the river.
There exists a few streams on the property that run down the
valleys to the river. Many of the slopes are 2:1 or greater.
Construction Sequence
1. Obtain all Permits and Approvals.
2. After receiving erosion control plan approval the owner shall submit
an electronic notice of intent form to the Land Quality Section, Call
Winston Salem Regional Office [phone] before any work
begins.
3. Establish limits of clearance for each drainage area. Before any
clearing or earthwork begins in any drainage area, all erosion control
measures must be in place for that area.
4. Install Sediment Fence as shown on this plan for the Basin being
installed. Clear just enough area for sediment fence construction.
S. Construct Individual Sediment Basin
a. Clear enough space for basin construction.
b. Install Pipe Outlet, outlet protection and Riser structure if
necessary per detail.
c. Grade Basin.
d. Install baffles.
e,. Install' skimmer, .
h. Seed and mat Dam, slopes and disturbed areas.
6. Install ditches and slope drains with designated outlet protection to
direct run-off to newly constructed basin.
7. Seed all areas disturbed during installation of Erosion Control
Measures
8. Clear and strip site to bedrock as shown, redirecting flow of water
internally back to the mine area.
9. Repeat steps 3 thru 8 for each drainage area, as mining progresses.
10. If stripping depths prevent the natural flow of water to the basin,
direct runoff to the interior mine pit.
11. When a basin no longer catches water from a drainage area, it can be
removed. Call the local erosion control officer for an inspection
before removing a basin.
12. Maintain all measures in a proper working order throughout the life
of the structure. Maintenance procedures are listed on this sheet.
13. Inspect all measures according to the self inspection and reporting
requirements shown on sheet C-9.
Seeding Specifications
ALL DISTURBED AREAS WILL BE PROTECTED WITH PERMANENT VEGETATION AS
SOON AS PRACTICAL. SEEDING WILL TAKE PLACE IN 15 DAYS OR LESS FOLLOWING
FINAL GRADING. AVAILABLE TOPSOIL WILL BE PLACED 3" DEEP OR MORE OVER
ADVERSE SOIL CONDITIONS. THE SEED BED WILL BE CULTIVATED AND LEFT IN
A UNIFORM CONDITION. SEEDING RATES ARE AS FOLLOWS:
JUNE 1 - SEPTEMBER i
200 I.B. K-31 FESCUE/ACRE
30 LB. 50:50 OF TWO IMPROVED BLUEGRASS VARIETIES/ACRE
SEPTEMBER 1- JUNE 1 /
20040 LB. RYEE6RAINJACRE IF BETWEEN NOVEMBER AND FEBRUARY
FERTILIZER & LIME
4000 I.B. AGRICULTURAL LIMESTONE/ACRE
2000 LB. 10-10-10 FERTILIZER/ACRE
MULCHING
APPLY 1 1/2 TO 2 TONS STRAW MULCH/ACRE AND TAC COAT OF ASPHALT
OR CRIMPED INTO SOIL WITH DISC BLADES.
N1
DIA,
OUTLET PROTECTION
PIPE
DIA.
IN.
A
(FT)
L
(FT)
W
(FT)
T
(IN.)
12"
2.0
6.0
8.0
18"
15'
2.5
7.0
9.0
18"
18"
3.0
8.0
10.0
18"
24'
4.0
10.0
12.0
18"
30"
5.0
12.0
14.0
24"
36"
6.0
14.0
16.0
24'
48"
8.0
1&0
18.0
24"
1
ADJACENT AREAS
Adjacent areas of this property are across Ararat River thus being
more than 100' away from the proposed mining limits, Ararat
Rock Products Co. does own several adjacent parcels across the
river, all but a few of those properties are wooded lots and there
are no structures within 100' of the opposite side of the river.
OFF -SITE AREAS
This project will not require any disturbance of off -site borrow or
waste areas. All waste shall be stored on -site of the existing Mine
Permit Area and disposed of through typical mining operations.
CRITICAL AREAS
Some critical areas include: The steep slopes that drop off toward
the Ararat River; the 100 year flood plain boundary that lies
outside the extents of the mining permit; the existing stream
buffers and the power line easement that cuts through the center
of the mining operation.
General Notes for Basin Construction
1. Before any land disturbance such as clearing, or excavation of topsoil or overburden begins in any
defined drainage area, all erosion control measures shall be install and fully functional. Clear only
what is necessary to install erosion control measures.
2. Site Preparation: Site preparation should begin with stripping all vegetation, root -zone, and all
other soft or unsuitable material from the proposed areas. Stripping depths will vary depending on
the time of the year. During the wet seasons stripping may be deeper due to saturated soils on the
surface.
3. Proofrolling: Following stripping and rough excavation, but prim to placing controlled fill, the
exposed subgtades should be proofrolled. Unstable areas identified by proofrolling should be
undercut to firth materials. Any undercut areas should be backfilled with controlled fill.
Appropriate equipment shall be a dump truck having a single rear axle with axle weight of at least
10 tons, or a dump truck having a tandem rear axle weight of at least 20 tons. Alternate equipment,
such as a fully loaded pan scraper, may be utilized with approval of the goo -technical engineer
responsible for evaluating the subgrade during construction. Proof -rolling shall consist of driving
the appropriate equipment over the sulxgade at awalJzaagpacc. ime a1ra4L
make overlapping passes across the subgrade in the same direction, with the overlap not exceeding
%2 the width of the equipment. A second set of overlapping passes shall then be made in a direction
perpendicular to the first set of passes.
4. Soil Classification: Controlled fill should be soil that has less than 5 percent fibrous organic
content and a liquid limit and plasticity index less than 50 and 20, respectively. Soils with Unified
Soil Classification System group symbols of Sp, SW, SM, SC, and ML are suitable for use as
controlled fill. Soils with USCS grcup symbol of CL which meet the restrictions for liquid limit
and plasticity index are also suitable for use as controlled fill. Soils with a higher liquid limit or
plasticity index should not be used as controlled fill. Controlled fill should be placed in lifts and
then compacted to at least 95 percent of the maximum dry density obtained in accordance with
ASTM Specification D-698, Standard Proctor Method.
S. Perimeter/Mine Roads: Roads constructed for the operation of the mine shall he kept inside the
areas that drain to a sediment basin or back to the mine floor. Roads shall also have a high wall
barricade at any point where the road is adjacent to the mine pit, See detail on Sheet C-7.
6. Corrugated Metal Pipe(CMP): Corrugated metal pipe shall be standard corrugated steel pipe
meeting AASHTO M-274, Minimum thickness shall be 16 gauge or thicker.
7. Joints: Joints shall be water tight band angle connectors, interior Range connectors or oval lug
connectors with o-ring or sleeve gaskets.
8. Corrugated Plastic Pipe(CPP) Slope Drains: Corrugated plastic pipe shall be manufactured from
high density polyethylene material. Pipe shall be type "C", (corrugated inside and outside). Pipe
shall be joined by a standard coupler as manufactured by ADS or equal.
0x Slope
Keyed in 12' min.
crass
RIP -RAP SECTION 88
NC DOT CLASS 11 FABRIC
RIP -RAP PIPE
OP OUTLET PROTECTION
NO SCALE
EROSION CONTROL MEASURES
The site will be protected by sediment fence, with temporary
diversion ditches and sediment basins to direct and treat
runoff. All pipes and structures will need to be protected by
inlet and outlet protection as specified in these plans. Erosion
Control will be accomplished by placing erosion control basins
(Skimmer or Riser) at the natural outlet of each drainage area.
Run-off will be directed to each basin by ditches and conveyed
down the basin walls by ditches or slope drains. There are six
drainage areas defined by this plan. As the mining operation
progresses down, the mine pit will be lower than the natural
outlets and sediment basins. Runoff will be made to flow to
the pit floor and be pumped out. Areas outside the six
drainage areas are too steep to construct sediment trapping
devices. These areas will remain undisturbed until the mine
floor is lower than the natural grade of these areas. As
disturbance occurs, all runoff will be directed toward the
interior mine floor.
Erosion Control Measure Maintenance
GENERAL MAINTENANCE: Apply to all measures; Inspect the measure weekly and after every
1/2" or greater rainfall event and promptly make necessary repairs to restore the function of
the measure.
CONSTRUCTION ENTRANCE: Maintain the gravel pad in a condition to prevent mud or
sediment from leaving the construction site. This may require periodic top-d essing with 2"
stone. Immediately remove all objectionable materials spilled, washed or tracked onto public
roadways.
SEDIMENT FENCE: Should the fabric of the fence collapse, tear, decompose or become
ineffective, replace it promptly. Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and to reduce pressure on the fence.Take rare not to
undermine the fence during the clean -out. Remove all fencing materials and unstable
sediment deposits and bring the area up to grade and stabilize it after the contributing drainage
area has been properly stabilized.
DIVERSION BERMS
: Remove sediment from the flow area and repair the diversion ridge.
Carefully check outlets and make timely repairs as needed. When the area protected is
permanently stabalized, remove the ridge and the channel to blend with the natural ground
level and appropriately stabilized it.
RIP -RAP OUTLET PROTECTION/PLUNGE POOLS: Inspect rip -rap outlet structures and plunge
pools weekly and after significant (}' or greater) rainfall events. Check for erosion around or
below the riprap outlet or if stones have been dislodged, immediately make any repairs to
prevent further damage.
NOTES:
1. Mine is quarried in a top down and outward manner, with the
overburden removal progressing in stages as the mine expands
outward. All run-off will be internal to the mine floor.
2. As mining progresses down, run-off will be lower than the topsoil
and overburden being removed so run-off flows toward the internal
mine pit.
3. Water from the pit floor must be pumped to control the water
levels.
4. High Wall Barricade shall consist of large boulders with a minimum
dimension of 4' and shall be placed with a maximum of a 4'
space between. Thus allowing water run-off to the mine pit and
the prevention of inadvertent vehicular entry. Earthen Berm
Barricade optional where considered feasible for mining operations
but shall not impede water run-off to the pit floor.
Detail - No Scale
HIGH WALL BARRICADE OPTIONS
Ditch Table CIA =Q, where i=5.28 and C=0.6
ID
Acres A
Length
Avg Slope
C.F.S. Q
Tractive
ve Force
V
of
Flow
T
Liner
D1a
1.09ac
729
9.7%
3.45
1.391bs/ftA2
5.88
0.23
1
**
D1b
3.21 ac
305'
2.0%
13.62
0.551bsJtt-2
4.31
0.44
111
D1c
2.36ac
37T
B.5%
7.48
1.381bs/ftA2
6.32
0.26
11
**
D3a
1.16ac
29S
6.8%
3.67
1.10 lbs/ft-2
5.27
0.26
1
**
04a
3.44ac
190,
5.8%
10.90
1.27 lbs/ftA2
6.19
0.35
11
**
D4b
1.08ac
130'
8.5%
3.42
1 1.33 lbs/ft-2
5.77
0.25
1
**
04c
1.46ac
30T
7.33%
4.63
1.37 lbsIftA2
5.92
0.30
1
**
D5a
1.60ac
67T
5A%
5.07
0.81 lbs/ft-2
5.10
0.24
1
D5b
2.20ac
540'
2.2%
6.97
0.37 Ibs/ftA2
3.40
0.40
11
Jute Net
D6a
0.91ac
328'
23.2%
2.85
2.32 lbs/ftA2
7.41
0.16
1
NAG SC 250
D6b
2.72ac
280'
2.141k
8.62
0.74 lbs/RA2
4.45
0.55
1
D6c
0.51ac
250'
4.0%
1.62
0-50 lbs/ftA2
3.50
0.20
1
Jute Net
' Choose from: Profile, Futerra ** Choose from: Am. Excelsior Co., Curlex 1.73, 1 Net
Am. Excelsior Co., Curlex Net Free Am. Excelsior Co., Straw 2 nets
Am. Excelsior Co., Straw 1 net or equal East Coast Erosion Blanket, Straw, 1 net or equal
Filter Fabric Lining
See Ditch Table
Filter Fabric Lining
See Ditch Table
Filter Fabric Lining
See Ditch Table
6" MAX. FLOW DEPTH
12" Min. DEPTH
I-- 2.0=^-I
DITCH "1"
6" MAX. FLOW DEPTH
I-- 4.0' --}-- 2.0'---)
DITCH "H"
6" MAX. FLOW DEPTH
j- 6.0' - 1
DITCH "III"
TYPICAL DITCH SECTIONS
I
NO SCALE
12" Min. DEPTH
12" Min. DEPTH
1-1/2" Min. Overlap
Pit
SKIMMER SEDIMENT BASIN: Remove sediment and restore the basin to its original dimensions
when it accumulates to one-half the height of the first baffle. Pull the skimmer to one side so
that the sediment underneath can be excavated. Excavate the sediment from the entire basin,
not just the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin
does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or
around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking the rope will
make the skimmer bob up and down to dislodge the debris and restore the flow. If this does
not work, pull the skimmer over to the side of the basin and remove the debris. Also check
inside the orifice to see if it is clogged, if so remove the debris.
If the skimmer arm or barrel pipe is dogged, the orifice can be removed and the obstruction
cleared with a plumbers snake or by flushing with water. Be sure to replace the orifice before
repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans
the full width of the spillway. Check the embankment, spillways and outlet for erosion damage,
and inspect the embankment for piping and settlement. Make all necessary repairs
immediately. Remove all trash and debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be
taken in the winter to prevent the skimmer from plugging with ice.
MINE
EXCAVATION
BENCHES
Detail - No Scale
INTERNAL MINE RUN-OFF DETAIL
NO SCALE
**AS MANUFACTURED BY ADVANCED
DRAINAGE SYSTEMS OR EQUAL
NOTE:
SEAL ALL OVERLAPPING SURFACES
WITH TAR OR MASTIC TO CREATE A
WATERTIGHT CONNECTION
Connecting Band
1/4" THICK COLLAR
BASIN OUTLET PIPE
�(1 1/2„ STAINLESS STEEL
CLAMP EACH SIDE
CONTINUOUS WELD
(EACH SIDE)
ANTI -SEEP COLLAR
NO SCALE
SF SEDIMENT FENCE
NO SCALE
ENCING
TAL POST
SEDIMENT BASIN WITH RISER: Check sediment basins at least weekly and after each rainfall
event (one-haff inch or greater) and repair immediately. Remove sediment and restore original
volume when sediment accumulates to about one-half the design volume. Sediment should be
placed in an area with sediment controls (ex. above the basin) and adequately stabilized.
Check the Riser structure for damage, erosion, piping, and rock displacement weekly and after
each significant (1/2" or greater) rainstorm and repair immediately. When approved for
removal by the local erosion control officer, remove the structure and any unstable sediment
after the site has been permanently stabilized. Smooth the basin site to blend with the
surrounding area and stabilize. All water and sediment should be removed from the basin prior
to dam removal. Sediment should be placed in designated disposal areas and not allowed to
flow into streams or drainage ways during structure removal.
SLOPE DRAINS: Inspect the slope drain and supporting diversions after every rainfall, and
promptly make any necessary repairs. When the protected area has been permanently
stabilized, temporary measures may be removed, materials disposed of properly, and all
disturbed areas stabilized appropriately.
J�1Ill-L P, r
O"F `'S
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BEFORE YOU DIG!
CONTACT ONE -CALL CEN1ffit
1-800--632-4W
APP'L"f'TEM?ORARY SEEDING TO
BERM AFTER ITS CONSTRUCTION
i- COMPACTEDSOIL f 2' MIN.L
.... ...... 18" MIN.
=1 IIIII=WF=_.J IIIEII= 1IIEJIE-lllli I lIII
4.5' min.
TEMPORARY DIVERSION BERM
NO SCALE
A
D
Plan View
24"
f
- _ j--DISSIPATOR POOL
TOP OF RIP -RAP
Pipe Outlet BEYOND -
- i I=1 Rip Rap
3' F- 3'
3'
PP PLUNGE POOL
NO SCALE
3'
JA
,and
Rap Beyond
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C-7
SHEET 7 of 10

FLOAT
Temporary Earthei
diversion to direct
run-off from ditche
2' min., ,
shall d
depth, ai
if need
seating
Minimum 12"Layer 45"Bend
Class'B' Rip -rap cover
2' min. I
length 3� _I
12" Layer ���lll
Class'S' \ Corrugated Plastic Pipe
Rip -rap -Corrugated Interior
FRONT
I
WATER ENTRY UNIT
WITH TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
10
SEE SEDIMENT BASIN TABLE
FOR SIZE
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
SCHEDULE 40 PVC PIPE
(DISCHARGE PIPE)
TOP VIEW
Baffles
PLAN VIEW
C CV
FLOAT
END VIEW
SLOPE DRAIN DETAIL.
NO AI
TOP OF DAM
VENT PIPE
.VATER ENTRY UNIT
4" DISCHARGE PIPE
SCHEDULE 40
FAIRCLOTH SKIMMER
NO SCALE
fairdoth Skimmer,
**Use North American
Dewatering Device
t 11r
Green SC 250 vegetated
\
mat or equal, Staple per
a
15' Fabric Outlet
Manufacturers
_ -
E
Emergency Spillway
Recommendtions
W
h
R
- v
Extend Pipe to Daylight
Minimum 2%Slope
Stake with Rope,
to unstick Skimmer
head if needed
Faircloth Skimmer
See Basin Chart for
Sizing
Slope Drain Table
ID
Drainage
Area A
C.F.S. Q
Dia.
Type
Length
SD1a
4.30
13.62
15"
CPP
48'
SD4a
4.56
14.45
18"
CPP
38'
SD4b
1.46
4.63
12'
CPP
2T
SD5a
1.60
4.34
12"
CPP
32'
SD5b
3.36
10.64
15"
CPP
42'
SD5c
2.20
6.97
12"
CPP
36'
SD6a
2.72
8.62
12"
1 CPP
36'
Notes: CIA = Q , where C = 0.6 and i = 5.28 ;
'CPP - Corrugated Plastic Pipe, with corrugated interior
Pipe Lengths are approximate and may need to be adjusted in
the field to achieve best results
45" Bend
2' min.
EARTHEN EMBANKMENT
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
Bottom Basin
Outlet Protection
SIDE VIEW
EMERGENCY SPILLWAY
Skimmer Basin
Width (W)
Basin #1
15'
Basin #4
15'
V Freeboard min. 1' Spillway
viner raorlc vutlet
**Use North American
Green SC 250 vegetated
mat or equal, Staple per
Manufacturers
Recommendtions
PVC VENT
1' from
Bottom
of Basin
{- 5'
Top of Dam
Coir Mesh Coir Mesh ' °+
Dewatering Zone 1"
, Baffles Baffles 1' Compacted 1
Sediment �.;.
Storage Zone
Bottom Elev
tiYR L f��_.1+ � �.�+i•1 Y � I' l �Sf i r--� �i '�
Gravel Pad 4' x 4' x V
CROSS SECTION VIEW below skimmer head
SKIMMER SEDIMENT BASIN #1, #4, #5 & #6
NO SCALE
FLOAT
L=1.4x DEPTH
TO THE OVERFLOW
MINIMUM LEN(Tf RPRIei
Fabric to extend to
Natural Ground
Filter Fabric Outle
Rip -rap Outlet Protection
See Detail - Sheet C-7
Sediment Basin Table CIA =Q, when: i=5.28 and C=0.6
Identification
Drainage
Area A
10 yr. Flow
Riser
Skimmer Size
Outlet Pipe
Emergertcy Spillway
Basin #1
7.8
24.71
n/a
4" Skimmer-2.25" Orifice
4" PVC Sch 40
15' wide, I'deep
Basin #2
34.7
109.93
36" CMP
5" Skimmer-4.75" Orifice
24" CMP on 5.2% slope
25' wide, I'deep
Basin #3
21.0
66.53
24" CMP
4" Skimmer-3.5" Orifice
18" CMP on 6.8% slope
Not Applicable
Basin #4
7.5
23.76
n/a
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4" PVC Sch 40
15' wide, 1'deep
Basin #5
6.72
27.63
nla
3" Skimmer-2.5" Orifice
4" PVC Sch 40
15' wide, 1' de
Basin #6
4.42
14.00
n/a
3" Skimmer-1.75" Orifice
4" PVC Sch 40
15' wide, 1' dee
Notes: CiA = Q , where C = 0.6 and i = 5.28 ;
'CMP - Corrugated Metal Pipe
4' X 4' X V #57 STONE PAD
TO MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
Skimmer 1
I
RISER ELEVATION DETAIL
NO SCALE
Riser Structure Table
Identification
Riser Dia.
Height(H)
Barrel Dia.
Len L
Outlet f3ipe
v. In/0ut1SIope
Skimmer Inv In
Plate size required
Plate Elevation
Top Riser
Basin #2
36'
15'
24"
96'
995 ! 990 ! 5.8%
1002
6' x 6' x 1/4" thick steel
1 993
1008.0
Basin #3
1 24"
1 14'
18"
132'
1009 / 1000 / 6.8%
1 1016
4' x 4' x 1/4" thick steel
1006
1020.0
SUPPORT ROPE TO WIRE METAL SUPPORT POST, STAKE TO
TO PREVENT SAGGING i- 24" INTO BOTTOM OR
EMERGENCY SPILLWAY
Riser Basin
Depth(d)
Width (W)
Thickness(T)
Basin #2
1'
1 25'
24"
NOTE: Basin #3 does not have a Rip -rap
Emergency Spillway, the Riser structure
will carry the 100 year storm.
Class B Rip -rap
2 (W) 2
rn
C DOT Type
l7 --"mil I il�l- 2Fabric
EMERGENCY SPILLWAY
COIR MESH FABRIC BAFFLES
NO SCALE
Inv. Out
Z X
� rJ
i
}
L
Average _ Area*
Width (W) L---------
Area of basin water surface at
top of principal spillway elevation
Faircloth Skimmer
Dewatering Device\^c
Gravel Pad 4' x 4' x 1' ;
below skimmer j
t
=1av = Skimmar Invert
IIR MESH BAFFLES
Og /mz min. weight
Solid steel Anti -vortex Device,
}" thick, welded up -right atop
CMP across the center
CMP Riser
Anti -vortex Device
overhangs 6" on
M"2.
\Five ' Rbar welded to edge
each side of CMPof CMP spaced equally apart
around the circumference on
Flange to fit insideeach side of Anti -vortex device
CMP min. 3" for a
stronger weldbar across the top of the
nti-vortex fin.
ld rebar to top edge of
CMP Riser.
ANTI -VORTEX DEVICE WITH TRASH RACK
NO SCALE
Steel Posts 4' o/c
Skimmer
Dewatering
Device
Riser Structure
with Trash Rack
Coir Fabric Baffles
NC DEQ Erosion
Control Standard 6.65
PLAN VIEW
Anti -vortex
7.5'
10'
k
See Detail
See Detail
Top of Dam Elev.
CMP
\
: ,"<
-,:....:' ,._;;._ V Freeboard mii
Risers
- Emer. Spillw
FJJ
Barrel Pipe
Anti -floatation Device Cut-off Trench
Steel plate welded solid to bottom of 2' deep; 1:1 Slope
Riser, install Class B Rip -rap 3' deep
over plate outside of riser.
CROSS SECTION VIEW
RISER SEDIMENT BASIN #2, #3
NO SCALE
W
Stake with Rope,
to unstick Skimmer
headlfneeded
Anti -seep Collar
See Detail Sheet C-7
Plunge pool see
detail on sheet C-7
Emergency Spillway, place in
embankment to extend to
natural ground in as short a
distance as possible,
typically to one side of the
embankment
**Use North American Green SC 250
vegetated mat or equal, Staple per
Manufacturers Recommendtions, for
Emergency Spillway Matting.
Barrel Pipe Invert Out
Zx 12'Plunge Pool
See Detail Sheet C-7
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Ar.a.Permit 86
N ;
Boundary'
5
as �
Tax ID 5938-00-18-4556
/" Ararat Rock Products Co.
DO 1063 PG 37
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Proposed
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,rimeter Road Acres _ - 204 45
41
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1. This map is a composite of ground surveys, GPS static and real
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time surveys, aerial mapping from Independent Mapping
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Company, digitizing of existing maps, of aer aerial
photographs, and other sources.
2. This map was prepared as an inventory of facilities of the
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existing mine under Permit #86-01. No property boundary
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information is shown.
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3. Contours shown on this sheet are at 10-foot Intervals.
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4. Existing permit #86-01 covers 367.15 Acres, the proposed
addition includes 204.45 Acres, making a total of 571.60 Acres.
571.60 Acres N
.�
5. In any area where the new permitted boundary extends beyond hd 36 Ac. in Buffer Areae '
the old permitted boundary, there is no adjoining landowner
�.. .
within 100feet of the new permit. w, ,rN�
I'rt7 OGd 6 ` .
6. The 100 year Flood Plain Information shown hereon is from K p
information found on the North Carolina Flood Risk Information New Permits' 4
System, more specifically FEMA Flood Maps #3710593900J Legen Boundary .._
PANEL 5939, #3710592800J PANEL 5928, #3710593800J PANEL ' x
Adjacent Property Lines
5938, all with an effective date of 8/18/2009. Property Lines
Existing Roads
7. The power -line easement agreement is recorded in DB 100 PG Contour Lines - - *•_„
ExistingPermit Boundary
552 and extends 34 from the center of each line of towers, -
ProposedPermitBoundary
Duke Power Company shall have access to all structures at all Water Edge/Stream - -,,,-
times according to the agreement. 100 year Flood Boundary
50' Buffer Line
8. All proposed new permit boundaries run adjacent to the Ararat Power Line Easement - - - - - - I m +
Overhead Electric Lines e x I
River. Limits of Disturbance shall follow the boundary of the Edge of woods/vegetation
100 year flood plain as referenced in Note #6, except in areas Line Towers ® F
where the flood plain line is less than 50' from the edge of Power/Utility Poles t #`
the Ararat River bank, in these areas the Limits of Disturbance
shall be 50' from the top of the bank of the Ararat River, See Body of Water �>
sketch on this sheet. 100 yr Flood Plain
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Exit
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Exit
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�­Iroposed
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Vicinity Map
No scale
Tax ID 5939-04-70-5173
Ararat Rock Products Co.
DB554 PG 1306
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Note: When the 100 year flood plain boundary is
closer than 50' to the top
of the river bank, the limits of disturbance shall be
50' from the top of the riverbank.
PERMIT BOUNDARY
ACREAGE TABLE '..
Category
Permit 8&01
2020 Rev.
Total
Tailings/Sediment Ponds
15.2 Ac.
+0.00 Ac.
15.2 Ac,
Wastepiles(Overburden)
28.8 Ac.
+32.00 Ac.
60.8 Ac,
Stockpiles
18.6 Ac.
+0.00 Ae.
18.6 Ac.
Processing/Roads
38.4 Ac.
+12.37 Ac.
50.77 Ac.
Excavated Area
93.2 Ac.
+175.70 Ac.
2689 Ac.
Permit Area and Limits of Disturbance
Quarry Permitted Area
1367.15 Ac.
+204.45 Ac.
I 571.60 Ac.
Limits of Disturbance
1341.54 Ac.
+185.10 Ac.
1 526.64 Ac.
3t,
Ararat Rock
Products, Co.
Property Address:
525 Quarry Road
Mount Airy, NC 27030
Mine Operator:
James H. Crossingham, III
Phone- 336-786-2680
Current Permit # 86-01
MOUNT AIRY TOWNSHIP
SURRY COUNTY NORTH CAROLINA
o ISO 300 Sao Son
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