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SAND MINE PLAN
ROSINDALE SAND, LLC
LOCATED IN CARVERS CREEK TOWNSHIP, BLADEN COUNTY, NORTH CAROLINA
DESCRIPTION OF WORK: SAND MINE OPERATION
OWNER: ROSINDALE SAND, LLC
1402 CANAL COVE ROAD
LAKE WACCAMAW N.C. 28450
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PLANTATION
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03-31-21
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Project No:
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PRELIMINARY
PLAN
CARp�''%,
;J�O...oFESS1p•N..29%
SEAL
=_ L-2876
DATE: 03-31-21
Sheet No:
1
or: �

• • • • • • • • • • • • • • • • • • • • • • • • • •
PERMIT BOUNDARY
LINE
BEARING
DISTANCE
L51
N 23-13'13" E
78.44'
L52
N 29'18'02" E
62.99'
L53
N 60'41'58" W
22.60'
L54
S62'33'43"W
77.9v
L56
N'7P'r,-1'5`'N1
1_524'
L56
N 38°38'W W
121.65'
L57
N 02'30'17" W
93.64'
L58
N 06°31'27" E
33.61'
L59
N 52'51'27"W
101.42'
1_60
N 06-11'32" E
87.96'
L61
N 45'37'07" E
35.64'
L62
N 23'34'27" E
87.22'
L63
N 18'1422'W
53.52'
L64
N 44'41'28" W
70.15
L55
N 42-54'32" W
58.96'
L66
N 22'31'28"W
63.82'
L67
N 44'07'47" W
72.20'
L68
N 08'0S'09" W
69.1 Y
L69
N 36'28'49" E
33.02'
L70
N 37'29'40'E
5L57'
V1
S 88°32'17" E
29.88'
L72
N 80'27'57" E
48.73'
L73
N 76'54'50" E
61,75'
L74
N 87'11'31" E
46.82'
L75
S 16'33'48' E
65.80'
L76
S44'16'19'W
40.51'
V7
S 12'14'23"W
60.5T
L78
S 45 45'W" E
105A4'
L79
S 73-3647" E
87.58'
L80
S 11*37'19' E
70.12'
L81
S OS 47'33" E
110.17'
L82
S 00137'21" W
63.93'
L83
S 02'12'51" E
42.82'
LM
S 2W5907' E
1.72'
L85
5 53'1706 E
70.64'
L86
S 51'1909 E
76.22'
E87
S 42'21 12' E
92.03'
L88
S65'1051 E
50.27'
L89
S24'4909 W
96.22'
L90
S 20'02'47' W
86.92'
L91
S 29°16'13' W
45.60'
L92
S 29'18'02" W
70.95'
L93
S 23'13'13' W
83.M'
L94
S40'29'32° W
83.33'
L95
N 44'25'29"W
796
.210.82'
N 49'16'38" W
76.25'
L97
N 45'48'12"W
85.82'
L98
N 41'51'06" W
SB.ST
L99
N 59'57'15"W
29.88'
L100
S 89'41'24"W
39.29'
LINE
IBEARING IDISTANCE
L101
IS 78'29'30' W 48.13'
L102
N87'5707"W 65.27'
L103
N 67DOE12"IN 152.99
L104
N 59'W'06" W 63.47'
LiuS
N6L'"a5ta'w'
:91"'
1_106
N 66'32'26" W
53.17'
L107
N 77'50'26"W
37.06'
L108
S88110151"W
31.40'
L109
S66'51'06"W
17.80'
L110
S 60'20'08'W
22.20'
L111
S 29'32'01" W
1204'
L112
S 10'17'28' E
6t22'
L113
S 02'50'17' E
207.18'
L114
S 06-MAI"W
120.24'
L115 IS
O4'01'26" W
16L28'
L116 IS
13'27'12"W
150S4'
L117
S 12'28'18' W
297.02'
L118
S 13'05'37' W
147.00'
L119
S 17'23'02" W
IWAT
7120
S 15'26'06" W
163.81'
L121
S 13°52'10"W
350.16,
L122
S 14'18'11"W
273.58'
L123
S 17°385Z W
186.28'
L124
S 16°26'19"W
170.33'
L125
S 22'01'49" W
79.74'
L126
S 35'44'33" W
71.01,
L127
S 46'53'68" W
68.50'
L128
S 51'39'14'W
124.37'
L129
IS 52-1618"W
299.16'
L130
IS 52'48'23"W
98.89
L131
S 43'3422" W
68.074
L132
S 40'50'46" W
63.2T
L133
S 51'57'07"W
42.93'
L134
S 55'15 47"W
47.21'
L135
S 49'4742" W
78 66'
L1W
S44'4032"W
93.75'
L137
843'2941"W
13223'
LAM
84Z3527"W
139.61'
L139
S44'5023"W
18578'
L140
S 43'3958" W
162.10,
L141
S 44'0822' W
129.M'
L142
S 39'1255' W
105.72'
L143
S 322158"W
118.44'
L144
S 48'5227" W
3L04'
L145
S 58'4421"W
46.32'
L746
N 24'11 54" E
6t.28'
L147
IN 1 Y32'40" E
53.62'
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CE Practice 6.06
Shall be Installed at the entrance to the project from
the road and will be controlled with downstream practices.
During wet weather It may be necessary to wash truck tires
at these locations.
2. LAND GRADING
Pract I ce 6.02
Grading should be limited to areas as shown on the
Plans. Cut and fill slopes shall be 311 or flatter except
where specifically Indicated.
0SF 3. SEDIMENT FENCE
Practice 6,62
Sediment fencing should be Installed as shown on the
prevent any Interior areas from eroding onto adjacent areas.
GC 4. GRASS -LINED CHANNELS
Pract I ce 6.30
All overflow swales to be graded to design
configuration, seeded, and stabilized If necessary with
temporary straw -net liners to collect and convey site water
off site as shown on Plan. After final project
stabilization, swales to be re -graded and cleaned of
siltation as needed to establish original contours for
stormwater conveyance,
STABILIZATION TIME FRAMES,
SITE AREA DESCRIPTION STABILIZATION
Perimeter dikes, swales, ditches and slopes 7 DAYS
High Quality Water (HQW) Zones 7 DAYS
Slopes steeper than 311 7 DAYS
Slopes ail or flatter 14 DAYS
All other areas with slopes flatter than 411 14 DAYS
NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WORKING DAYS AND AS ABOVE. ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
M= 5
50' n= 0.03
I-� 5
GRASS LINED
nominal s= 0,30%
CAPACITY= 100+cfs @ 1.0 fps
5:1 GRASSED CHANNEL
(50 FT OVERFLOW SWALE)
NOT TO SCALE
BASIN WIDTH = 200 FT _
J PROPOSED WATER SURFACE
M
130
10
10fFrU6A-rLI L�i{2�'LIpL�
(Y &. EMERGENCY SPILLWAY
DS AWAY FROM BASIN UNTIL
NATURAL GROUND). RIP RAP
3TION TO BE PROVIDED
\ >
SB SEDIMENT BASIN W/ ROCK DAM
Practice 6.63
N.T.S.
NOTES:
1. CONTOURS SHOWN WERE TAKEN FROM NCDOT LIDAR
LEGEND
CE = CONSTRUCTION ENTRANCE
• = POWER POLE
--� = DRAINAGE FLOW DIRECTION
E.I.P. = EXISTING IRON PIPE
NOTES
E.I. = EXISTING IRON
1- AREA COMPUTED BY COORDINATE METHOD
E.C.M. = EXISTING CONCRETE MONUMENT
RI W = RIGHT OF WAY
2. ALL DISTANCES ARE HORIZONTAL
C.P. = COMPUTED POINT
3. FOR REFERENCE SEE AS NOTED
EST = EXISTING SEDIMENT TRAP
e =
4. SURVEYED JANUARY OF 2018
PROPERTY LINE
PROOSED SILT FENCE sP
COMPUTED PROPERTY LINE
KELLYCLARK
O.B. MGPG. 233
PIN IAI5a9349975
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REQUIRED PERMITS (not limited to)
1. NORTH CAROLINA STATE MINING PERMIT
2. NCDENR/DWQ STORMWATER EXEMPTION
y
V/
CARL CL X
PIN 124550534032
EXISTING GATE
E2CCIMPANIES UC
D.11586 Pa 6'20
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129.02'
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279.00 1 is
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203.60'
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D.B. 549 PD, 233
PIN 124500 975 o
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(OLD WHITEHALL RD)
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PIN 124s00s39032
KELLYC�f
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PIN 12450090729253
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PrmYice sr..7wws and Spay(teatiwrs
sm
Definition beare4 WcyNNmeacku+ea¢inacauaNry WnemdWinvge
purpose Ta xLyT ttdimenl ahe Arv�aiuo Nm, aadmovaa.oAcsma•c6xa=pains in
wcxmc wkm and dmauan.a
Conditions Where mrLakda�m.ytaa,m„b�.aas=Maiwa;araawraaaaavra�a,a<y
Ilan mh"'rR ban 1t¢heo. efma duP i4 rawkad m a ft4 ad dhd,Mw
Practice tea
Applies ahmiai aeon Woo d.AxM,,
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CONSTRUCTION SCHEDULE and CHRONOLOGICAL SEQUENCE OF LAND
1. Obtain approval of Plan and any necessary permits, and hold
a pre -construction conference prior to commencing any work.
2. Installation of Sediment Trap at end of permanent access/haul road.
3. Clearing, stumping, and construction of permanent access/haul road.
4. Clearing and stumping of access/haul road to Lake/excavation area.
and associated sediment fencing downstream of access/haul road.
5. Installation of Gravel Construction Entrance.
6. Clearing and stumping of first five (5) acres of Lake/excavation
area for truck turn around and stockpile location and associated
7. Construction of Lake emergency overflow swale and erosion control
e. Initial excavation consisting of stripping and removal of topsoil
In stockpile area (within Lake excavation area). Construction of
earthen berm/sound barrier. Creation of vegetated buffer.
9. Stockpiling of 0.5 to 1.0 acres of material for creation of settling/
dewatering area / sediment basin. This area will serve as a self
contained dewatering area / sediment basin and will have an earthen
dam separating It from future excavation. As the Lake/excavntlon
grows, the dam will be removed to enlarge the settling/deatering area/
sediment basin to Include recent completed excavated areas.
10, Construction of temporary diversion to sediment basin,
11. As 2 to 3 acres of excavation have been completed In the manner
mentioned above, lake banks will be shaped, graded to 5 to 1
slopes, mulched, seeded and landscaped as shown on the plans.
12. The settling/dewatering area will remain as the finished product,
keeping the excavation and pumping to a minimum.
13. Once the Lake Is completed, temporary haul roads will be removed and
recta lmed. Temporary erosion control measures will be removed. Access
road to site and earthen and vegetated buffers will remain permanently,
1. All measures to be Inspected weekly and after any rainfall
event and needed repairs made Immediately,
2. All seeded areas shot( be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
3. Sediment to be removed from ditches and Grass -lined Channels
when they are approximately 50% filled or sediment level Is
within 2' of top of ditch bank.
4, Sediment to be removed from behind the Silt Fence when It
becomes 0.5' deep. Fencing to be repaired as needed to
5. Construction entrance to be mnlnta lned In such n manner as to
prevent mud or sediment from leaving the construction site.
Periodic topdressing with 2-Inch stone may be required.
Inspect after each rainfa Ll and immediately remove all
objectionable materials spilled, washed, or tracked onto
6. Inspect temporary sediment traps after each period of significant
rainfall. Remove sedl ment and restore the trap to Its original
dimensions when the sediment has accumulated to 1/2 the design
depth of the trap. Place the sediment that Is removed In the
designated disposal area and replace the contaminated part of the
gravel facing. Check the structure for damage from erosion or
piping. Periodically check the depth of the spillway to ensure It
Is a minimum of 1.5 ft below the low point of the embankment.
Immediately fill any settlement of the embankment to slightly above
design grade. Any rlprap displaced from the spillway must be
replaced immediately. After nil sediment producing areas have
been permanently stabilized, remove the structure and all unstable
sed I ment. Smooth the area to blend with the adjoining areas and
stabilize properly.
CATEGORY
HAUL ROADS EXISTING
HAUL ROADS PROPOSED
MINE EXCAVATION
STOCK PILE AREAS
DISTURBED UNEXCAVATED BUFFERS
TOTAL
AFFECTED ACREAGE
6.63
0.00
2.896
0
3
5.90
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TYPICAL HAUL ROAD X-SECTION (EXISTING)
EXISTIN
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SEDIMENT BASIN / BORROW AREA TO BE DEWATERED
AREA (ACRES) CF PER ACRE REQUIRED TOTAL CF REQUIRED
DISTURBED AREA DRAINING TO BASIN 4.04 3600 14544
AREA (SF)
AREA @ ELEV.116 77020
AREA @ ELEV.80 36710
PROVIDED STORAGE 2047140
PIT No. 2 -
SEDIMENT BASIN j BORROWAREATO BE DEWATERED
AREA (ACRES) CF PER ACRE REQUIRED TOTAL CF REQUIRED
DISTURBED AREA DRAINING TO BASIN 1.86 360D66%
AREA (SF)
AREA @ ELEV.116 18396
AREA @ ELEV. 95 5712
PROVIDED STORAGE 253134
TEMPORARY SEDIMENT TRAP #1 J DEWATERING PORTION OF BASIN
DISTURBED AREA DRAING TO TRAP = < 5ACRES
(DEWATERING AREA TO FUNCTION AS SEDIMENT BASIN)
MIN. TRAP VOLUME = 1,800CF/ACRE OF DiSTURBEDAREA
MIN. TRAP VOLUME _ - 9,000 cf
SEDIMENT MUST BE REMOVED TWICE A YEAR
MINIMUM WEIR LENGTH =12 FT.
MAXIMUM DEPTH = 5 FT.
MINIMUM SURFACE AREA = 4,500
AREA @ ELEVATION 118.5 (OUTLET ELEVATION) 10537 sf
AREA @ ELEVATION 120 sf
2400
PROVIDED TRAP STORAGE 1
- 2400 cf
AREA @ ELEV. 113, 5 (BOTTOM) % \ 5402 sf
TOTAL PROVIDED STORAGE
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Construction Road Stnbi llzntlon
Specification # 6.80 - Construction Specifications
1. Clear roadbed and parking areas of all vegetation, roots and other
objectionable material.
2. Ensure that road construction follows the natural contours of the terrain If
It Is possible,
3. Locate parking areas on naturally flat areas If they are available. Keep
grades sufficient for drainage but generally not more than 2 to 3%.
4. Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References, Runoff Control Measures).
5. Keep cuts and fills at 2,1 or Flatter for safety and stability and to
facilitate establishment of vegetation and maintenance.
6. Spread a 6-Inch course of 'ABC' crushed stone evenly over the full width of
the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, Install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(Practice 6.81, Subsurface Drain),
S. Vegetate all roadside ditches, cuts, flits and other disturbed areas or
otherri se appropriately stabilize as soon as grading Is complete (References,
Surface Stabilization).
9. Provide appropriate sediment control measures to prevent off -site
sedimentation.
Maintenance
Inspect construction roads and parking areas periodically for condition of
surface. Topdress with new gravel as needed. Check road ditches and other
seeded areas for erosion and sedimentation after runoff -producing rains.
Maintain all vegetation in a healthy, vigorous condition. Sediment -producing
areas should be treated Immediately.
Temoorary Gravel Construction Entrance/Exit
Specification # 6.06 - Construction Specifications
1. Clear the entrance and exit area of all vegetation, roots and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans and
smooth It.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation In
Locations subject to seepage or high water table.
Maintenance
Maintain the gravel pad In a condition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2-Inch stone.
After each rainfall, Inspect any structure used to trap sediment and clean It
out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
Temporary Seedino
Specification # 6.10 - Specifications
Complete grading before preparing seedbeds and Install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize steep slopes
because they make seedbed preparation difficult and Increase the erosion hazard.
If soils become compacted during grading, loosen them to a depth of 6-8 Inches
using a ripper, harrow, or chisel plow.
Seedbed Preparation
Good seedbed preparation is essentlal to successful plant establishment. A good
seedbed Is well -pulverized, loose and uniform. Where hydroseeding methods ore
used, the surface may be left with a more Irregular surface of large clods and
stones.
Liming - Apply time according to soil test recommendations. If the pH (acidity)
of the soil Is not known, an application of ground agricultural limestone at the
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acres on
fine -textured soils Is usually sufficient. Apply limestone uniformly and
Incorporate Into the top 4-6 Inches of soil. Soils with a pH of 6 or higher
need not be limed.
Fertilizer- Base application rates on soli tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb./acre. Both fertilizer and
time should be Incorporated Into the top 4-6 Inches of Solt. If a hydraulic
seeder Is used, do not mix seed and fertilizer more than 30 minutes before
application.
Surface roughening- If recent tillage operations have resulted In a loose
surface, additional roughening may not be required except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen It
just prior to seeding by disking, raking, harrowing, or other suitable methods,
Groove or furrow slopes steeper than 311 on the contour before seeding (Practice
6103, Surface Roughening).
Plant Selection
Select an appropriate species or species mixture from Table 6.I0a, for seeding
In late winter and early spring, Table 6.I0b for summer, and Table 6,10c for
fall.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, cultlpacker seeder,
or hydroseeder. Use seeding rates given In Table 6.10a-6.10c. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting is not recommended because of the difficulty In
achieving a uniform distribution, Small grains should be planted no more than 1
Inch deep, and grasses and legumes no more than 1/2 Inch. Broadcast seed must
be covered by raking or chain dragging, and then lightly firmed with a roller or
cultlpacker. Hydroseeded mixtures should Include a wood fiber (cellulose) mulch.
Mulchlno
The use of appropriate mulch will help ensure establishment under normal
conditions and Is essential to seeding success under harsh site condition
(Practice 6.14, Mulching>. Harsh site conditions Include,
-seeding In fall for winter cover (wood fiber mulches are not considered
adequate for this use),
-s.lgpes steeper than 3 1,
-excessively hot or dry weather,
-adverse solls(shallow, rocky, or high In clay or sand), and
-areas receiving concentrated flow.
If the area to be mulched is subject to concentrated waterflow, as in channels,
anchor mulch with netting (Practice 6.14, Mulching).
Table 6.I0a - Temporary Seeding Recommendation for Late Winter and Early Spring
Seeding mixture
Species- Rye(graln), Annual lespedeza (Kobe In Piedmont and Coastal Plain
Rate (lb/acre)- 120
Omit annual lespedeza when duration of temporary cover Is not to extend beyond
June
Seeding dates -Coastal Plain - Dec. I - Apr. 15.
Soil amendments- Follow recommendations of Solt tests or apply 2,000 lb/acre
ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt, nett) ng
or a mulch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance - Refertlllze If growth Is not fully adequate. Reseed, refertillze
and mulch immediately following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Summer
Seed Ing ml xture
Spec Les -German millet
Rate( lb/acre)- 40
Seeding dates -Coastal Plain- Apr. 15-Aug. 15
Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre
ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance-Refertlllze If growth Is not fully adequate. Reseed, refertillze
and mulch immediately following erosion or other damage.
Table 6, IOc - Temporary Seeding Recommendation for Fall
Seeding mixture
Spec Les-Rye(graIn)
Rate(lb/acre) - 120
Seeding dates - Coastal Plain and Piedmont -Aug 15 - Dec. 30
Solt amendments - Follow Solt tests or apply 2,000 lb,/acre ground agriculture(
t Inestone and 1, 000 lb/acre 10-10-10 fertI Llzer.
Mulch- Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
Maintenance- Repair and refertillze damaged areas immediately. Topdress wl th 50
lb/acre of nitrogen In March, If it Is necessary to extend temporary cover
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont .and Coastal Plain)
Permanent Seedlno
Specifications # 6.11 - Specifications
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable
due to inappropriate soil texture (Table 6.I10, poor drainage, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems.
To maintain a good stand of vegetation, the Solt must meet certain minimum
requirements as a growth medium. The existing soil should have these criteria,
- Enough fine-grained (silt and clay) material to maintain adequate
moisture and nutrient supply (available water capacity of at least .05
Inches water to l inch of Solt>.
- Sufficient pore space to permit root penetration.
- Sufficient depth of soli to provide an adequate root zone. The depth to rock
or impermeable layers such as hardpans should be 12 Inches or more, except on
slopes steeper than Bill where the addition of soil is not feasible.
- A favorable pH range for plant growth, usually 6.0-6,5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of
any kind, Clods and stones may be left on slopes steeper than 311 If they are
to be hydroseeded.
If any of the above criteria are not met-I.e., If the existing Solt is too
coarse, dense, shallow or acidic to foster vegetation -special amendments are
required. The Solt conditioners described below may be beneficial or,
preferably, topsoil may be applied in accordance with Practice 6,04, Topsoiling.
Solt Conditioners
In order to improve the structure or drainage characteristics of a soil, the
following material may be added. These amendments should only be necessary
where soils have limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations),
Pent -Appropriate types are sphagnum moss peat, hypnun moss peat, reedsedge peat,
or peat humus, all from fresh -water sources. Peat should be shredded and
conditioned In storage plies for at least 6 months after excavation.
Sand -clean and free of toxic materials
Vermlculite-horticultural grade and free of toxic substances.
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 lb. Of nitrogen to
each cubic yard.
Sludge -Treated sewage and Industrial sludges are available in various forms,
these should be used only in accordance with local, State and Federal
regulations.
Species Selection
Use the key to Permanent Seeding Mixtures (Table 6.I1b) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of species, including scientific names and characteristics, Is given
In R�endix & GE,
Seedbed Preparation
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by Solt tests. Solt testing Is
performed free of charge by the North Carolina Department of Agriculture Solt
testing laboratory. Directions, sample cartons, and Information sheets are
available through county agricultural extension offices or from NCDA. Because
the NCDA Solt testing lab requires 1-6 weeks for sample turn -around, sampling
must be planned well In advance of final grading, Testing Is also done by
commercial laboratories.
When soli test are not available, follow rates suggested on the Individual
specification sheet for the seeding mix chosen (Tables 6.I1c through 6.110.
Applications rates usually fell Into the following ranges,
- Ground agricultural limestone
Light -textured, sandy Sol is) 1-1 1/2 tons/acre
Heavy textured, clayey soils 2-3 tons/acre
- Fertilizer,
Grasses 800-1200 lb/acre of 10-10-10 (or the equivalent)
Grass -legume mixtures, 800-1200 lb/acre of 5-10-10 (or the equivalent)
Apply time and fertilizer evenly and Incorporate into the top 4-6 Inches of soil
by disking or other suitable means. Operate machinery on the contour. When
using a hydroseeder, apply time and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening.
Complete seedbed preparation by breaking up large clods and raking into a
smooth, uniform surface (slope less than 3,1) Fill In or level depressions than
can collect water. Broadcast seed Into a freshly loosened seedbed that has not
been sealed by rainfall.
Table 6. Lis - Seeding No. 4CP for,
Well-Dralned Sandy loans to Dry Sands, Coastal Plain) Low to Medium -Care Lawns
Seeding mixture
Species - Centipedegrass - Rate - 10-20 lb/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. - June, (Sprigging can be done through July where water Is
available for irrigation.)
Solt amendments - Apply lime and fertilizer according to Solt test, or apply 300
lb/acre 10-10-10.
Sprigging - Plant sprigs In furrows with a tractor -drown transplanter, or
broadcast by hand.
Furrows should be 4-6 Inches deep and 2ft apart. Place sprigs about 2 ft. apart
In the row with one end at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs Into the top 1 1/2 Inches of
Solt with a disk set straight so that sprigs are not brought back toward the
surface.
Mulch - Do not mulch
Maintenance - Fertilize very sparingly- 20 lb/acre nitrogen In spring with no
phosphorus. Centlpedegrass cannot tolerate high pH or excess fertilizer.
Table 6. lit - Seeding Mo. 50P`fbr, Wet,-Dralned Sandy Looms to Dry Sands) Low
Maintenance
Seeding mixture
Species Rate (lb/acre)
Pensacola Bahlograss 50
Serlcea lespedeza 30
Common Bermudagrass 10
German millet 10
Seeding notes
1. Where a neat appearance Is desired, omit serlcea
2. Use common Bermudagrass only on isolated sites where It cannot become a pest.
Bermudagrass may be replaced with 5 lb/acre centipedgrass.
Seeding dates - Apr. 1 - July 15
Soil amendments - Apply time and fertilizer according to Solt tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch.
Anchor by tacking with asphalt, roving and netting or by crimping with a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
Maintenance - Refertlllze the following Apr. with 50 lb/acre nitrogen. Repeat
as growth requires. May be moved only once a year. Where a neat appearance Is
desired, omit serlcea and now as often as needed.
Table 6.11v - Seeding No. 7CP for, Grass -lined Channels) Coastal Plain
Seeding Mixture
Species - Common Bermudegrass - Rate - 40-80 (1/2 lb/1,000 ft )
Seeding dates - Coastal Plaint Apr - July
Soil amendments - Apply lime and fertilizer according to Solt tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch - Use Jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and ditches. The lining should extend above the
highest calculated depth of flow. On channel side slopes above this height, and
In drainages not requiring temporary linings, apply 4,000 lb/acre grain straw
and anchor straw by stapling netting over the top,
Mulch and anchoring materials must be allowed to wash down slopes where they can
clog drainage devices.
Maintenance -A minimum of 3 weeks Is required for establishment. Inspect and
repair mulch frequently. Refertlllze the following Apr. with 50 lb/acre
nitrogen.
Refer to Appendix 8.02 for botanical names
Grass -Lined Channels
Spec if l cot l on # 6.30 - Construct l on Specifications
1. Remove all trees, brush, stumps, and other obj ectI onab le meter l al from the
foundation area and dispose of properly.
2. Excavate the channel and shape It to neat lines and dimensions shown on the
plans plus a 0.2 ft overcut around the channel per l meter to allow for bulk Ing
dur l ng seedbed preparatI ons and sod but Loup.
3. Remove and properly dispose of all excess soil so that surface water may
enter the channel freely.
4. The procedure used to establish gross In the channel will depend upon the
severity of the conditions and selection of species. Protect the channel
with mulch or a temporary liner sufficient to withstand anticipated
velocities during the establishment period (Appendix 8.05).
Maintenance
Dur l ng the estab I.Ishment per l ad, check grass-1 Ined channels after every
rainfall, After grass Is estab l Ished, per l oci l cal Ly check the channel) check It
after every heavy rat nfaII event. Imined late ly make repaI rs. It Is particularly
Important to check the channel outlet and all road cross l ngs For bank stab l Ity
and evidence of piping or scour holes. Remove all sign if l cant sedI ment
accumulations to maintain the designed carrying capacity. Keep the grass In a
health, vigorous condition at all times, since it is the primary erosion
protection for the channel (Practice 6. 11, Permanent Seeding).
Ilutlet Stnbl llzntlon Structure
Specification # 6.41 - Construction Specifications
1. Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown In the plan. Compact any fill requI red In the subgrade to
the density of the surrounding undisturbed material. Low areas In the
subgrade on undisturbed soli may also be fl t led by Increasing the rl prep
thickness.
2. The rl prep and gravel fl Iter must conform to the spec if led grading IImi is
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during Installatlon, Repair any damage by
removing the riprap and placing another piece of filter cloth over the
damaged area. All connecting Joints should overlap a minimum of I. ft, If
the damage Is extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the riprap should be 1. 5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather -resistant and well graded.
6.. Constructthe apronnn, zero. grrade wAith. na, ovenfml--I, at, the and. Make- the txia
of the riprap at the downstream end level with the receiving area or slightly
below It.
8. Ensure that the apron Is properly aligned with the receiving stream and
preferably straight throughout Its length. If a curve Is needed to fit site
conditions, place It In the upper section of the apron.
9. Immediately after construction, stab) llze all disturbed areas with vegetation
(Practice 6. 10, Temporary Seeding, and 6. 11, Permanent Seeding).
Maintenance
Inspect riprap outlet structures after heavy rains to see If any erosion around
or below the riprap has taken place or If stones have been dislodged.
Immediately make all needed repairs to prevent further damage.
Land Gradino
Specification # 6.02 - Construction Specifications
1. Construct and maintain all erosion and sedimentation control practices and
measures In accordance with the approved sedimentation control plan and
construction schedule.
2. Remove good topsoll from areas to be graded and fl I. led, and preserve It for
use in finishing the grading of all critical areas,
3. Scarify areas to be topsol led to a minimum depth of 2 inches before placing
topsoll (PractI ce 6. 04, TopsoI I. l ng).
4. Clear and grub areas to be ft (led to remove trees, vegetation, roots, or other
objectionable material that would affect the planned stability of the ft Lt.
5. Ensure that ft It material Is free of brush, rubbish, rocks, logs, stumps,
bul lding debris, and other materials Inappropriate for constructing stable
fills.
6. Place all fl 11 In layers not to exceed 9 Inches In the ckness, and compact the
layers as required to reduce erosion, slippage, settlement, or other related
problems.
7. ])a not Incorporate frozen meter l al or soft, mucky, or highly compress l b le
materials Into flit slopes.
B.Do not place FILL on a frozen foundation, due to possible subsidence and
slippage.
9. Keep diversions and other water conveyance measures free of sediment during
all phases of development.
10. Handle seeps or springs encountered during construction In accordance with
approved methods (Practice 6. 81, Subsurface Drain).
11. Permanently stab) llze all graded areas Immediately after final grading Is
completed on each area In the grading plan. Apply temporary stab[ llzatlon
measures on all graded areas when work Is to be Interrupted or delayed for 30
working days or longer.
12. Ensure that topsoll stockpI Les, borrow areas, and spoil areas are adequately
protected from erosI on with temporary and fl no stab I I. l zatIon measures, Inc I.udIng
sediment fencing and temporary seeding as necessary.
Maintenance
Per l ode cal I check all graded areas and the support l ng erosion and sedI mentatIon
control practices, especially after heavy rainfalls. Promptly remove all
sediment from diversions and other water -disposal practices. If washouts or
breaks occur, repair them immediately. Prompt maintenance of small eroded areas
,Se1'bna, --;}ley, diet� s yxi'lr,leumt gut zz s are essenittl�a 1 part air awn 8*+%M -IVW
erosion and sedimentation control plan.
STABILIZATI❑N TIME FRAMES:
SITE AREA DESCRIPTION
Perimeter dikes, swales, ditches and slopes
High Quality Water (HQW) Zones
Slopes steeper than 311
Slopes 3i1 or flatter
All other areas with slopes flatter than 411
NOTE WELL,
STABILIZATION
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
ANY AREAS ON -SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
15 WURKING DAYS AND AS ABOVE, ALL SLOPES
MUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY,
Sediment Fence (Slit Fence)
Specification 6.62 -Construction Specifications
MATERIALS
I.Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which is certified by the manufacturer or
supp I.ter as conform I ng to the requirements shown In Table 6. 62b. Synthetic
filter fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120 F.
2, Ensure that posts for sediment fences are either 4-Inch dl ameter pl me, 2-Inch
diameter oak, or 1.33 lb/linear ft steel with a minimum length of 4 ft. Make
sure that steel posts have projections to facilitate fastening the fabric
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 Inches.
Table 6.62b
Specifications For Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85% (mm)
Tense le Strength at Standard Strength- 30 lb/lln In (min)
Extra Strength- 50 lb/Lin in (mm)
Slurry Flow Rate - 0.3 gal/sq ft/min (min)
CONSTRUCTION
1, Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed le Inches above
the ground surface. (Higher fences may Impound volumes of water sufficient to
cause failure of the structure.)
3. Construct the fl I.ter fabr lc from a cont I nuous roll cut to the length of the
barrier to avoid Joints. When Joints are necessary, securely fasten the filter
cloth only at a support post with overlap to the next post.
4, Support standard strength filter fabric by wire mesh fastened securely to the
up slope side of the posts using heavy duty wire staples at least 1 Inch long,
or tie wires. Extend the wire mesh support to the bottom of the trench.
5, When a were mesh support fence Is used, space posts a max l mum of 8 ft apart.
Support posts should be driven securely Into the ground to a minimum of 18
inches.
6. Extra strength fi,ter fabr lc with 6ft post spec Ing does not require were mesh
support fence, Staple or were the fl I.ter fabr lc directly to posts.
7, Excavate a trench approximately 4 Inches wide and 8 Inches deep along the
proposed line of posts and ups I. ape from the barr ter (f Igure 6. 62a).
8, Backflll the trench with compacted Solt or gravel placed over the filter
fabr I c.
9. Do not attach filter fabric to existing trees.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs Immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the
next m.i, and to reduce pressure on 'tlhefiience. TNik care to avoid unoerninirg
the fence during cteanout.
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize It after the contributing drainage area has been properly
stabilized.
Sediment-Basin.W/ Rock Dan (see additional not
Spec if l cot Ions # 6.63 - Construct l on Spec if l cat l ons
1. SIte preparations -Clear, grub and strip topsoil from areas under the
embankment to remove trees, vegetation, roots and other objectionable material.
Delay clearing the pool area until the dam Is complete and then remove brush,
trees and other objectionable materials to facilitate sediment cteanout.
Stockpile all topsoll or soil containing organic matter for use on the outer
shell of the embankment to facilitate vegetative establishment. Place temporary
sediment control measures below the basin as needed.
2. Cut-off trench -Excavate a cut-off trench along the center I.Ine of the earth
fl 11 embankment. Cut the trench to stable soli meter l a 1, but In no case make it
less than 2 ft. deep. The cut-off trench must extend Into both abutments to at
least the elevation of the riser crest. Make the minimum bottom width wide
enough to permit operation of excavation and compaction equipment but In no case
less than 2 ft. Make side slopes of the trench no steeper than 1i 1. Compaction
requirements are the same as those for the embankment. Keep the trench dry
dur Ing backfIt Ling and compact l on operat Ions.
3. Embankment -Take fl I. I. meter l al from the approved areas shown on the plans. It
should be clean mineral sot 1, free of roots, woody vegetate on, rocks and other
objectionable material. Scarify areas on which fill Is be placed before placing
f Ill. The fl 11 meter Ial must carte In suff ICIent mot sture so It can be formed by
hand Into a ball without crumb I. Ing. If water can be squeezed out of the ball, It
Is too wet for proper compaction. Place ft 11 material in 6 to 8-Inch
continuous layers over the entire length of the flit area and then compact It.
Compaction may be obtained by routing the construction hauling equipment over
the fl 11 so that the entI re surface of each layer Is traversed by at least one
wheel or tread track of the heavy equipment, or a compactor may be used.
Construct the embankment to an elevation 10% higher than the design height to
allow for settling.
4. Conduit spl Itways-Securely attach the riser to the barrel or barrel stub to
make a watertight structural connection. Secure all connections between barrel
sections by approved watertight assemblies. Place the barrel and riser on a:
firm, smooth foundation of impervious Solt. Do not use pervious material such
as sand, gravel, or crushed stone as backf I t L around the pipe or ant l-seep
collars. Place the flit material around the pipe spillway in 4-Inch Layers and
compact It under and around the pipe to at least the same density as the
adjacent embankment. Care must be taken not to rat se the pl pe from firm contact
with its foundation when compacting under the pipe haunches.
Place n ml nl mum depth of 2ft. of hand -compacted backfl(l over the pipe spl l I.way
before crossing It with construction equipment. Anchor the riser In place by
concrete or other satisfactory means to prevent flotation. In no case should the
pipe conduit be Installed by cutting a trench through the dam after the
embankment Is complete,
5.Emergency spillway -Install the emergency spillway In undisturbed Solt. The
achievement of planned elevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operation of emergency spillway,
6. Inlets -Discharge water Into the basin in a manner to prevent erosion. Use
diversions with outlet protection to divert sediment -laden water to the upper
end of the pool area to improve basin trap efficiency (References- Runoff
Control Measures and Outlet Protection).
7.Eroslon control -Construct the structure so that the disturbed area Is
minimized. Divert surface water away from bare areas. Complete the embankment
before the area Is cleared. Stabilize the emergency spillway embankment and all
other disturbed areas above the crest of the principal spillway immediately
after construction (References, Surface Stabilization).
S.Safety-Sediment basins may attract children and can be dangerous. Avoid steep
side slopes, and fence and mark basins with warning signs If trespassing Is
likely. Follow all state and local requirements.
Maintenance
Check sediment basins after periods of significant runoff. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-
half the design depth.
Check the embankment, spillways, and outlet for erosion damage, and Inspect the
embankment for piping and settlement. Make all necessary repairs Immedlately.
Remove all trash and other debris from the riser and pool area.
NOTE WELL:
EROSION CONTROL DETAILS AND SPECIFICATIONS AREAS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A COPY OF THIS MANUAL
ON -SITE AND ENSURING THAT ALL SUPERVISORS ARE FAMILIAR WITH THE
STANDARDS AND SPECIFICATIONS SHOWN IN THE MANUAL AND ON THE PLAN.
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY COLUMBUS COUNTY.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUTY AND STATE CODES AND CONSTRUCTION STANDARDS.
Temnorary Sediment Trnn - continued
Protection from piping - Place filter cloth on the foundation below the riprap
to prevent piping. An alternative would be to excavate a keyway trench across
the riprap foundation and up the sides to the height of the dam.
Weir length and depth - Keep the spillway weir at least 4 ft long and sized to
pass the peak discharge of the l0-yr storm. A maximum flow depth of 1 ft, a
minimum freeboard of 0.5 ft, and maximum side slopes of 2,1 are recommended,
Weir length may be selected from Table 6.60a shown for most site locations in
North Carolina.
Table 6, 60a
Design of Spillways Drainage Area Weir Length(1)
(acres)
(ft)
1
4. 0
2
6.0
3
8. 0
4
10.0
5
12.0
(1) DI menslons shown are minimum
Construction Specifications
1. Clear, grub, and strip the area under the embankment of all vegetate on and
root mat. Remove all surface Solt containing high amounts of organic matter and
stockpile or dispose of It properly. Haul all objectionable material to the
designated disposal area.
2. Ensure that flit material for the embankment Is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the flit In
Lifts not to exceed 9 inches and machine compact it. Over flit the embankment 6
Inches to allow for settlement.
3. Construct the outlet section In the embankment. Protect the connection
between the riprap and the soil from pip] ng by usl ng filter fabric or a keyway
cutoff trench between the riprap structure and the Solt.
(Place the fitter fabric between the riprap and Solt. Extend the
fabric across the spillway foundation and sides to the top of the
dam) or
(Excavate a keyway trench along the centerline of the spillway
foundation extending up the sides to the height of the dam. The
trench should be at least 2 ft deep and 2 ft wl de wl th DI side
slopes.
4. Clear the pond area below the elevation of the crest of the spillway to
fact litate sediment cteanout
5. All cut and flit slopes should be 2-1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum
bottom width of 3 ft and maximum side slopes of Is that extend to the bottom of
the spillway section.
7. Construct the In nl mum fl In l shed stone spl l Iway bottom width, as shown on the
plans, with 2,1 side slopes extend Ing to the top of the over fl l led embankment
Keep the thickness of the sides of the spl llway outlet structure ate minimum
of 2l Inches. The weir must be level and constructed to grade to assure design
capacity.
S. Material used In the stone section should be a well -graded mixture of stone
with a d50 size of 9 Inches (class B erosion control stone Is recommended) and a
maximum stone size of 14 Inches. The stone may be machine placed and the smaller
stones worked Into the voids of the larger stones. The stone should be hard,
angular, and highly weather-reslstant.
9, Ensure that the stone spillway outlet section extends downstream past the
toe of the embankment until stable conditions are reached and outlet velocity Is
acceptable for the receiving stream. Keep the edges of the stone outlet section
flush with the surrounding ground and shape the center to confine the outflow
stream (References, Outlet Protectl on).
10. Direct emergency bypass to natural, stable areas. Locate bypass outlets so
that flow will not damage the embankment.
11. Stabilize the embankment and all disturbed areas above the sediment pool
and downstream from the trap Immediately after construction (References, Surface
Stabilization).
12. Show the distance from the top of the spillway to the sediment cleanout
Level (one-half the design depth) on the plans and mark It In the field.
Maintenance
Inspect temporary sediment traps after each per lotl of significant rainfall.
Remove sediment and restore the trap to Its original dimensions when the
sediment has accumulated to one-half the design depth of the trap. Place the
sediment that Is removed In the designated disposal area and replace the
contaminated part of the gravel facing.
Check the structure for damage from erosion or piping, Periodically check the
depth of the spillway to ensure It Is a minimum of 1.5 ft below the low point of
the embankment. Immediately fill any settlement of the embankment to slightly
above design grade. Any riprap displaced from the spillway must be replaced
Immedlately.
After all sed l ment-produc l ng areas have been permanently stab 1, zed, remove the
structure and all unstable sedl ment. Smooth the area to blend wl th the adja InIng
areas and stabilize properly (References, Surface Stabilization).
PRELIMINARY PLAN
MINING PLAN FOR
DONALD SMITH
ROSINDALE SAND, LLC
CARVERS CREEK TOWNSHIP, BLADEN COUNTY, NORTH CAROLINA
REV. NO. REVISIONS DATE
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DATE: 03-32-215-03-18
OWNER: ROSINDALE SAND, LLC
1402 CANAL COVE ROAD
LAKE WACCAMAW, N.C. 28450
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PL NNERS
1123 FLORAL PARKWAY WILGTON. N.C. PHONE: 34 : (910) 3800202
Date:
03-31-21
Scele:
1 "=100'
Dmwn:
GA W
Checked:
GA W
Project No:
15623
d' L(Lu�i° IED
JUN 0 7 1021
LAND QUALITY
MINING PROGRAM