53-26_2

NORTH CAROLINA ..�
Department of Environmental Qual

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1174
NCDOT
HIGHWAY MAP
LEE COUNTY, NC
RECEIVED
NOV 2 3 2016
LAND QUALITY
MINING PROGRAM
LITTLE RIVER QUARRY
LEE COUNTY, NC

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REFERENCES: Patriciai. lla l r}�,E i ;'Ii // ^ -.,a -� % J j i f �,� / . -_ ,� I ` ' , �. ! �`.oA�N,I<I-A o%4j,
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REMAINDER TRACED FROM LEE COUNTY CIS. AREAS ARE SCALED ���; r,� / _- ✓j P!n:9569'147-00 `- - p .j. = N .
TOPOGRAPHY MODELED FROM L1DAR DATA FROM NCDOT. r / r 1 9 -
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HAUL ROADS
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LEE COUNTY WrrHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL !
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C7 BE WifHDUT LIABILffY TO RWK, PA A> /P AS
NORTH CAROLINA : y Z� o °.� _
n o LITTLE RIVER, LLC Z w m W n
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J PROJECT #: SHEET NAME: SHEET NUMBER: -° r o
o DATE: SEPT. 02, 2015 HAUL ROAD engineering N surveying P•O. BOX ions�'
7 101 W. Main St. Suite 202 SANFORD,
° PLAN PROFILE $ OF 13 NC 27331 N rriirrp�q��fnU1�t��" ``,
DRAWN BY: RAM Garner, NC 27529 PHONE: [phone]a i
7 CHIKD BY: CRP & EROSION CONTROL Phone [phone]
Fax [phone] `"
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20/9 L 254/ L 2 °/ L 25% L
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2' MIN 2' MIN NOTES: w
COMPACTED :'' ; I. RntFr.R MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES INFLOW Y
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. STRU TURF z Ie` MIN TOP OF DAM
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
- — WHICH SHOULD BE READILY ACCESSIBLE FOR MAIIVTEIriANO$ TARP PROTECTION
I.tcdt ZndckD 3. 3 BAFFLES SHALL BE PROVIDED E TWO IF LESS THAN 20 FEET IN LENGTH). w
STEEP CUT OR FILL SLOPE "mil DITCH AND BURY TARP
�� zs� of beau 5 SHAL.L BE PROVIDED FOR BAFFLES IN DRAINAGE AREAS GREATER THAN 10 ACRES. EDGE MIN. 12'>
""�"° '��° KO° 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
I��+E wm U �l'j.E .' Z .�WEIDR'
IEN LENGTH
. �,�.� 2s� � .... 5. TOPS OF BAFFLES SHALL HE 2 INCHES LOWER THAN THE TOP OF THE BERMS KIMMER
,„ �„ 6. BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL. SECTION T W R U WEIR
2:1 SLOPE (MAX) �r1�oeQea gAFl�peguAlr"BEREPAIREDORREPLACEDASNECESSARY DEWATERING EMERGENCY
DEVICE SPILLWAY
D T - STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
CROSS SECTION AND EROSION CONTROL ...................... ...................
NETTING ................ ..........
............... .......................... ..........
BAFFLES
PLAN VIEW CROSS SECTION PLAN VIEW
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM STAKE
PREVENT SAGGING ORSIDE SUPPORT 1' MIN FREEBOARD TOP OF BERM
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. �_ / � INFLOW BAFFLES (STD) SKfMM R
� STRUCTURE EMERGENCY SPILLWAY
ELEVATION
N FENCE AND FABRIC
SIDE SLOPES BURIED IN TRENCH DEWATERING
STEEL' POST ZONE
2 1 MAX_)
BACKFILLED AND I 2�' CHED O M OR SIDE
COMPACTED i—L DISSIPATER PAD
SECTION T OPENING 3" THICK CONCRETE OCK RIP RAP
INLET SHALL BE PROTECTED
(AS NEEDED) FROM CMP OUTLET PIPE
EROSION WITH RIPRAP, CROSS SECTION
STEEP CUT OR FILL SLOPE TARP, MATTING OR
EQUIVALENT. NOTES:
1) BASIN SHALL BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
PLAN VIEW TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BAFFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHALL BE READILY AVAILABLE FOR MAINTENANCE.
6) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
7) SKIMMER BASINS SHALL HAVE WEIRS WITH 3:1 SIDE SLOPES.
DIVERSION DITCH STANDARD BAFFLES DETAIL STANDARD SKIMMER BASIN - SSB
c c
EMERGENCY SPILLWAY CONSTRUCTED OVER
UNDISTURBED GROUND AND ARMORED
WITH RIP RAP J
lAwl(SEDIMENT TRAP
IAWI
IAWI
lAwl
1 \ 1
DISSIPATER PAD
1 NOTES: RIP RAP
1. PROVIDE ALL CALCULATIONS FOR ORIFICE DESIGN. _
2. PROVIDE ANTI -FLOTATION BLOCK CALCULATIONS.
3. ALL SEDIMENT BASINS SHALL HAVE 2.5:1 SIDE [�
SLOPES. SCREEN ACCESSIBLE THROUGH DOOR
4. WEIRS FOR ALL SEDIMENT BASINS SHALL HAVE OUTI1 PIPE VENCO
T a
2: 1 SIDE SLOPES. — �� F CSm
IN CHANNELS, ROLL OUT STRIPS OF NETTING cq
0.40' [0.12M] • • • • 0.20' N --- — EARTH DAM a 02 j
PARALLEL TO THE DIRECTION OF FLOW AND
AND OVER THE PROTECTIVE MULCH • • • v p C
• • • • 0.1Y[0.04hq PLAN VIEW I:
• • • CMP
• • • a
0.27' [0.08FAj RISER
0.13' [0.04[11fj PAINTED RED CLEANOUT MARK (PERFORATED) TRASH RACK & ANTI -VORTEX DEVICE FLOAT OL
• • • FLEXIBLE JOINT Q "7aI Z
LOCATED HALFWAY UP RISER PIPE (RADIATOR HOSE) ZA 0
• • • • TOP OF DAM
• • • WATER LEVEL DURING STORM — — OUTLET END: CONNECTION 1
— o EMERGENCY SPILLWAY ELEVATION TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN. h�l
3.6 STAPLES PER SQ. YD.
I SEDIMENT STORAGE 6°a
oy��a AREA GRAVEL 'aQ°oo
Cqp I MINIMUM SLOPES 2-1/2 i
FILTER d •" ° Q.
_ �o a c.
I - °o°.• p°' EARTH DAM
JOIN STRIPS BY ANCHORING � o°o. • �o:
w'w�
AND OVERLAPPING STAPLE INSTALLATION FOR I I o,pQ°g = ��oa
ANCHOR NETTING IN — _ 0 6" TRENCH TRENCH CURLED WOOD MATTING i ! � � ° =N t�
ANTE -FLOTATION DEVICE I —I N� z0 OD I)
_ �Qooz CA L.I N If) to
f— DISSIPATER PAD RIP RAP �f Ewa logv�1
ANTI -SEEP COLLAR — u u_Ln m � ~ ' r, O
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UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING, SINGLE I I �- r
CROSS SECTION — "���`
SIDED. ALL DOUBLE -SIDED BLANKETS SHALL BE STAPLED IN THE SAME METHOD AS CURLED WOOD CMP OUTLET PIPE I I I —I I Z m n
MATTING.
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STANDARD RISER BARREL SEDIMENT BASIN STANDARD SKIMMER DETAIL ���
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LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
WIDTH (FT.)
RISER
(IN.)
BARREL
SIZE (IN.)
LEVEL **
SPRDR
1
180
90
4
61,000
40
48
24
MED
2
180
90
4
61,000
40
48
24
MED
3
240
120
4
110,300
60
84
48
MED
4
180
90
4
61,000
40
48
24
MED
SSB#
LT
RT
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
WIDTH (FT.)
ORIFICE
(IN.)
SKIMMER
SIZE (IN.)
1
44
22
3.5
1,885
5
0.75
4
2
88
44
3
9,312
12
1.5
4
3
100
50
3.5
13,939
15
2.0
4
4
80
40
3
7,512
10
1.5
4
41+0
X
75
22
4
3,667
10
1
4
54+50
X
75
22
4
3,667
10
1
4
SED TRAP
STATION
LT
RT
ENGTH
FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR (FT.)
LEVEL**
SPRDR
6+50
X
X
42
20
3.5
2,195
4
SMALL
13+00
X
X
35
18
3.5
1,566
4
SMALL
13+50
X
X
24
15
3.5
788
4
SMALL
22+20
X
X
40
20
4
2,235
4
SMALL
22+60
X
X
35
20
3.5
1,812
4
SMALL
54+50
X
40
15
3,5
1,383
4
SMALL
57+50
X
35
15
4
1,233
4
SMALL
62+70
X
X
30
15
3.5
1 ,01 1
4
SMALL
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** INSTALL LEVEL SPREADER UPSTREAM OF RIPARIAN BUFFER UPON COMPLETION
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SSB SEDIMENT SKIMMER BASIN SCHEDULE
ST SEDIMENT TRAP SCHEDULE
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8 7 6 5 4 3 2 1
4' MIN. SILT FENCE
8' MAX,
VARIABLE AS DIRECTED BY THE ENGINEER
100' MIN. NOTES:
MIN. 72-1/2 GA.
INTERMEDIATE
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO MIN. 10 GA. WIRES TOP OF SILT FENCE
BUT SUFFICIENT TO KEEP LINE WIREs ;.• ' ; ..
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. sl E F Rlc MUST BE AT LEAST 1 T:
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IN To Eco D ABOVE THE TOP OF
77
THE WASHED STONE
' ' .• IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
"'' ` STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED GRADE
,'. , "` 50' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
::..°•<• ~.2 -3 STONE TO BE USED. •-: ���:= "•
D
D EXISTING '':�- (SURGE STONE OR RAILROAD-��;. PROPOSED STREET, STEEL FENCE POST FRONT VIEW
ROADWAY BALLAST) v;r.r;':?:::,:.;' WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR WIRE FENCE
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL II
r II BURY WIRE FENCE,
�• �` �`- = `.Y`• ^;:a::. >.:,.,. REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN STONE AND HARDWARE CLOTH u
REPLACEMENT WITH FRESH STONE. FILTER FABRIC,
AND HARDWARE
FRONT VIEW FILTER OF #57 CLOTH IN TRENCH
WASHED STONE4�'STEEL FENCE POST
0 , SET MAx 2' APART
3 FILTER FABRIC MIN. 18 INTO SOLID
STEEL POST o�'g ON GROUND GROUND
PLAN VIEW WOVEN WIRE FABRIC°80
NOTE: SILT FENCE GEOTEXTILE FABRIC FLOW °�o 0gooD
--� 0.$•/
—USE SILT FENCE ONLY WHEN DRAINAGE AREA 04%�500
DOES NOT EXCEED 1/4 ACRE AND NEVER IN 2FlLL SLOPE * FOR REPAIR OF SILT
AREAS OF CONCENTRATED FLOW ''' N
NEW CONSTRUCTION z FENCE FAILURES, USE
60 MIN. 40' MIN. "' No. 57 WASHED STONE. BURY WIRE FENCE BURY 6" OF UPPER EDGE OF
END OF SILT FENCE NEEDS TO BE TURNED UPHILL. :` FOR ANCHOR WHEN SILT
EXISTING ROADWAY M :. `+ GRADE FENCE IS PROTECTING AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
OVER CATCH BASIN.
6" MIN. 12" MIN. OVER SN.KIRT * SECTION VIEW
N EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
\\\—FABRIC UNDER STONE SIDE VIEW NOTES:
CROSS SECTION 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD CONSTRUCTION ENTRANCE STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET
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4
FLOW
,......, _ ,., - O�N CARP 9-2-1
FLOW
2 ti�SS/p 9
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WASHED STONE . 75' MIN. 1 ; _ . `''§" °`
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MAX. 2 s FHG 114t
R.
EXISTING DIVERSION I I
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FILTER FABRIC
VARIES 3H OR 4 MINCO
. :. f: • i I ° ~ �,
APRON EXCAVATED I W I e�
FLUSH TO EX. GRADE ' `: :.: ; > ; HAUL ROAD' CD �`CQ
SIDE VIEW _: ;M1 J F: _ z o `�
5 2 S I U I V_ p z cd
DITCH BANK EXISTING SLOPE I I J A c
1. 5' VARIES — 2' MIN. 1.5' I - .._ py Z
2"MIN f " ,a,' Q
KEY I -- C�
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' 1 0.75' MIN.I�" RIP RAP OUTLET
EYED RIP RAP —� I
1. STRAW WATTLE 9" DIAMETER STAPLED THRU NETTING AS o
� . -�: .`. - � FILTER FABRIC
'" NECESSARY Z
PLAN VIEW -=
az
B r #5/#57 WASHED STONE 6 3 4 „ (NTS) o�� o
2. WOOD STAKES 18 MIN. � N B
3. EROSION CONTROL BLANKET AS SPLASH PAD STAPLED PER ��oo A N CCq D 10
10
FRONT VIEW NOTES: MFG SPECfF1CATfONS 12„ 71 OWL
12" CRUSHER RUNG n A 0
J
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mod} CNN
HEIGHT & WIDTH DETERMINED BY 4. PLACE EC BLANKET PIECES TO INSURE GOOD SEAL µ W�
EXISTING TOPOGRAPHY AND BETWEEN GROUND AND WATTLE. T-r ���: ����� , cA Z q� n
SEDIMENT STORAGE REQUIRED. --
' I� 0.za Z Z 0?
5. SPRINKLE GRANULATED PAM AT RATE OF 2 TO 3 OZS 2 MIN. �Z�� z
REMOVE SEDIMENT ACCUMULATION WATTLE / �.� `�a��� Z
' EXISTING GRADE oio4 W
0
FROM BEHIND CHECK DAMS AS d�. I„ �_'�
NECESSARY- 6. EXISTING GROUND 1Za�` Z
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COMPACTED FILL CULVERT ��W� v z
J
5
CHECK DAM WITH WEIR STRAW WATTLE DETAIL FOR DIVERSION DITCH oNo#
Y wZ�icn
4i
PROFILE VIEW �aoa
t = APRON THICKNESS
3do A A W = APRON WIDTH
La = LENGTH OF RIP RAP APRON
W d. = PIPE DIAMETER
NOTES:
PLAN VIEW 1. ALL OUTLET STABILIZATION APRONS INSTALLED ON THE SITE SHALL HAVE THE OVERLAYING SOIL
REMOVED FROM EACH OUTLET STABILIZATION SITE BEFORE INSTALLING THE RIP —RAP APRON.
ANY FILL THAT MUST BE ADDED SHALL BE COMPACTED TO THE DENISTY OF THE
L SURROUNDING UNDERLYING MATERIAL. INCREASING THE THICKNESS OF THE RIP —RAP APRON
La SHALL ONLY BE DONE AT THE DIRECTION OF THE ENGINEERS.
2. THE APRON SHALL HAVE ZERO GRADE WITH NO OVERFILL AT THE END. THE TOP OF THE
A DOWNSTREAM END SHALL BE LEVEL WITH THE RECEIVING AREAS.
t 3. THE APRON SHALL BE INSPECTED WEEKLY AND AFTER ALL RAIN EVENTS. DAMAGED OR
ERODED DOWNSTREAM SHALL BE REPAIRED AND ANY MISSING RIP —RAP SHALL BE REPLACED.
(NTS)
r
m
STA.
DIAMETER
(IN.)
Q--10
(CFS)
LENGTH(LF)
SLOPE
INV. IN (FT)
INV. OUT (FT)
MATERIAL
7+00
30
31
104
1
325.5
324.5
RCP
13+00
42
77
9
1
307.0
306.0
RCP
22+00
72
232
120
1
289.0
287.8
RCP
42+00
OMMITTED
RCP
63+50
30
33
92
1
287.5
286.5
RCP
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FILTER FABRIC
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OUTLET STABILIZATION DETAIL 3 a _
STREAM CROSSING DETAIL
$ 7 6 5 4 3 2 1
File name: P:\NCGEO\LTTLRVR\SEDETAIL.DWG
ID#
dQ
La, FT.
W, FT.
t, IN.
RIP —RAP CLASS
0S#1
24"
20
22
24
B
OS#2
24"
20
22
24
B
OS#3
48"
30
34
30
1
OS#4
24"
20
22
24
B
OS#5
27"
15
18
18
B
OS#6
48"
29
33
30
1
OS#7
B6"
37
43
36
1
OS#8
30"
17
20
18
B

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0
A
140'
R/W
VARIES
50' LS BUFFER
I
2.5'
SHOULDER-
7
VARIES
I
530.0' 4'
3:1
2 .12'" CRUSHER RUNy OR CABC
HAUL ROAD SECTION
30' WIDE
DETAIL NOT TO SCALE
HAUL. ROAD SECTION DETAIL
USE 3-WIRES WITH 3 STRAND BARB WIRE CLASS III
45 DEGREE TYPE GALVANIZED OR ALUMINIZED
BARB ARMS
TOP RAIL
O
I
STRETCH
BAR
cV
'T tffrr,'. TENSION WIRE
0
I
CONCRETE ENCASEMENT
(TYPICAL)
CHAIN LINK FENCE & GATE
12' — 0"
L
r5
R/W
50' LS BUFFER
2' 2:1
MIN. MAX
STABILIZE ROAD SIDE DITCHES
WITH AM. GREEN P550 TRM
OR EQUAL AND APPLY SWALE
SEED MIX FROM STA. 15+00
TO STA 19+00,
0
'AM E
QUARRY SIDE
5
TOP OF BERM
4
ROAD/ADJACENT SIDE
0
LARGE SHRUBS
LARGE
TREE
0
0
0
SMALL
0
TREE
18' WIDE 3:1 18' WIDE 3:1
SLOPE — 6' SLOPE — 6'
HEIGHT AT TOP 14' BERM TOP HEIGHT AT TOP
rr -
VISUt 9ARRIER BERM
SIDE SLOPES
3:1 TYP,
LARGE TREES TO BE SELECTED FROM:
LIRIODENDRON TULIPIFERA, TULIP POPLAR
PINUS TAEDA, LOBLOLLY PINE
QUERCUS COCCINEA, SCARLET OAK
EACH TREE TO BE 2" CALIPER 12' HT AT
PLANTING, BALLED AND BURLAP
SMALL TREES - TO BE SLECTED FROM:
CERCIS CANADENSIS, REDBUD
CHIONANTHUS VIRGINCUS, FRINGETREE
ILEX OPACA, AMERICAN HOLLY
EACH TREE TO BE 2" CALIPER 10' HT AT
PLANTING, BALLED AND BURLAP
LARGE SHRUBS - TO BE SELECTED FROM:
ILEX VOMITORIA, YAUPON HOLLY
LEUCOTHOE POPULIFOLIA, FLORIDA LEUCOTHOE
MYRICA CERIFERA, WAX MYRTLE
EACH SHRUB TO BE 3 GALLON, 36" HT AT
PLANTING
SEED THE ENTIRE BERM AFTER TREE AND
SHRUB PLANTING WITH PANICUM VIRGATUM,
SWITCH GRASS AT A RATE OF 8 LBS/ACRE
DO NOT MOW
PRIMARY OR SECONDARY TAILING POND
EXCAVATE
TAILING POND SECTION
NTS
TAILING POND SECTION DETAIL
um 9-2-15
CAR
RO
Q r
SEAL
026395
3
2
CONSTRUCTION SEQUENCE
I. SURVEYOR 15 TO STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES, STORM WATER
SYSTEM, SCALE, ROADS AND PARKING AREAS.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, DIVERSION DITCHES, SILT FENCING AND SEDIMENT
BASINS AND TRAPS AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE
DEVICES. DIVERSION DITCHES AND SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND
ANCHORED UPON INSTALLATION. ANY PROJECT ACCESS POINTS SHALL HAVE A GRAVEL CONSTRUCTION
ENTRANCE INSTALLED.
DIVERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN
PLACE.
3. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES,
LAP, STUMPS ETC..
4. FOR ACCESS ROAD: WORK FROM HIGHWAY ONTO SITE INSTALLING STORMWATER PIPE, BACKFILLING
AND STABILIZING WHILE PROGRESSING. CONTINUE EARTHWORK UNTIL ROAD IS AT GRADE. PLACE STONE
FOR THE PARKING AND HAUL ROADS.
5. FOR MINE AREA: BEGIN OVERBURDEN REMOVAL AND CONSTRUCT VISUAL BERMS. RELOCATE
TEMPORARY DIVERSIONS TO BASE OF BERMS AND STABILIZE. CONTINUE BY RELOCATING OVERBURDEN
TO STOCKPILE AREAS. EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT
BARRIER BERMS. PLACE TOP SOIL AND PLANT MATERIALS ON THE BERMS AS SOON AS BERMS ARE
COMPLETED. EROSION CONTROL NETTING SHOULD BE USED TO AID PERMANENT VEGETATED
STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF. NETTING
SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE IMMEDIATE
GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE. (USE GROUND STABILIZATION CHART FOR
TIMING.)
6. ESTABLISH A WORKING FACE AT OVERBURDEN DISPOSAL AREA DRESS AND SEED THE REMAINING
STOCK PILE. CONTINUE TO WORK STOCK PILE BY MOVING WORKING FACE AND STABILIZED SEEDED
SLOPES AS NECESSARY BY OPERATIONS.
7, FABRICATE AND INSTALL ITEMS:
ROAD BARRIER, FENCE AS INDICATED, IF INCLUDED IN THIS WORK
MAINTENANCE
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT
EXCEEDING 0,5" OR GREATER. INSPECTED PRACTICES INCLUDE BUT ARE NOT LIMITED TO:
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND PROXIMITY: MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-INCH STONE, AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO ROADWAYS.
2. SILT FENCE AND FABRIC: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE SHALL BE
REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN SEDIMENT BEHIND THE FENCE REACHES 6".
INSTALL SILT FENCE TRAPS IN PROBLEM AREA(S).
3. TEMPORARY DIVERSION DITCHES AND CHECK DAMS: SHALL BE ROUTINELY MONITORED AND ANY PROBLEMS CORRECTED
AS SOON AS THEY ARE DETECTED, SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH
RAIN FALL
4. HARDWARE CLOTH AND GRAVEL INLET PROTECTION AND SILT FENCE TRAPS: INSPECT THE BARRIER AFTER EACH RAIN,
REMOVE SEDIMENT WHEN HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. UPON
STABIUZATION OF DRAINAGE AREA, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, EITHER SALVAGE OR DISPOSE OF
PROPERLY. BRING DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. STABILIZE ALL BARE AREAS
AROUND THE TRAPS AND INLETS.
5. BASIN, PR AND TRAP INLET AREAS: CHECK INLET AREAS FOR EXCESSIVE EROSION OR BLOWBY USE MATTING, TARP
OR STONE TO STABILIZE PROBLEM AREA AND RETURN TO ORIGINAL DIMENSIONS.
6. SEDIMENT BASINS, PITS AND TRAPS: SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE
SHALL BE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE STRUCTURE. THE
SEDIMENT SHALL BE REMOVED WITH TRACK HOE FROM TOP OF EMBANKMENT. DO NOT PLACE EQUIPMENT AT BOTTOM OF
SLOPE AND DO NOT ENCROACH UPON WETLANO OR BUFFER AREAS,
DISPOSE OF THE MATERIAL OFF -SITE AND REPLACE ANY CONTAMINATED GRAVEL THAT WAS REMOVED. THE STRUCTURE
AND ANY BAFFLES SHALL BE INSPECTED FOR DAMAGE AND REPAIRED ACCORDINGLY.
7. OUTLET WEIRS AND SKIMMERS: INSPECT SPILLWAY TO INSURE IT IS STILL iN PLACE AND THAT NO BYPASS HAS
OCCURRED. INSPECT SKIMMERS MAKING SURE THEY ARE NOT INHIBITED FROM FLOATING AND SKIMMER INLET IS FREE
OF DEBRIS.
B. SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS
AND RE -SEEDING SHALL BE MADE WITHIN THE SAME SEASON.
TEMPORARY SEEDING SCHEDULE FOR EARLY FALL
Seeding mixture
Species Rath (llb/acre)
ANNUAL RYEGRASS 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 - Aug. 15
Piedmont —May 1 -Aug. 15
Coastal Plain --Apr. 15 ® Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 Ib/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 dish Frith blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if grawth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or Other damage.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZE TIME
STABILIZATION TIME
FRAME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES
DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW)
ZONES
7 DAYS
NONE
1F SLOPES ARE 10' OR
LESS IN LENGTH AND
SLOPES STEEPER THAN 3:1
7 DAYS
ARE NOT 2:1, 14 DAYS
AREA ALLOWED
7 DAYS FOR SLOPES
GREATER THAN 50 FEET
SLOPES 3:1 OR FLATTER
14 DAYS
IN LENGTH
ALL OTHER AREAS WITH
NONE EXCEPT FOR
PERIMETERS AND HOW
SLOPES FLATTER THAN 4:1
14 DAYS
ZONES)
PERMANENT SEEDING PER PLANTING PLAN
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,

LITTLE RIVER QUARRY
LEE COUNTY
SHEETS NORTH CAROLINA
° 1. COVER
2. EXISTING CONDITIONS
3. MINE MAP
4. PLANT & STOCKPILE PLAN
5. MINE PLAN
6. RECLAMATION PLAN
7. SEDIMENTATION & EROSION CONTROL PLAN
8. SEDIMENT BASIN GRADING PLAN
8. SEDIMENT BASIN GRADING PLAN
9. HAUL ROAD PHASE 1
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
c STATION 2+00 - 28+00
10. HAUL ROAD PHASE 1
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
STATION 28+00 -54+00
11. HAUL ROAD PHASE 1
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
STATION 54+00 -64+00
12. HAUL ROAD PHASE 2
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
STATION 2+00 - 28+00
13. HAUL ROAD PHASE 2
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
e STATION 28+00 -54+00
14. HAUL ROAD PHASE 2
SEDIMENTATION AND
EROSION CONTROL
PLAN AND PROFILE
STATION 54+00 -64+00
15. SEDIMENTATION & EROSION
CONTROL DETAILS
16. SEDIMENTATION & EROSION
CONTROL DETAILS
17. SEDIMENTATION &EROSION
CONTROL DETAILS
18. SEDIMENTATION $EROSION
CONTROL DETAILS
19. SEDIMENTATION & EROSION
CONTROL DETAILS
20. COMPREHENSIVE MINE MAP
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SCALE: 1 "=2U00'
OWNER
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
PHONE: [phone]
SITE ADDRESS
5500 NC HWY 87
SANFORD, NC 27332
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PROJECT: LITTLE RIVER QUARRY
LEE COUNTY
NORTH CAROLINA
PROJECT #: SHEET NAME:
DATE, ! MAY 30, 2018 EXISTING
DRAWN i3Y: � OF � O
CHK'DBY: CRP CONDITIONS
THIS DOCUMENT, TOOETIoV wITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, IS INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RINK, PA SHALL
BE WITHOUT LIABILITY TO RWI PA.
engineering N surveying
101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fox (919) 779--4056
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LI=E RIVER, LLC
P.O. BOX 1009
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SANFORD, NC 27331
PHONE: [phone]
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CONTOUR INTERVAL: 10'
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- SEE SHEETS 11-16 FOR DS �Bu I I
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toP BpuNDAR f II BUFFER
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CESS/ . ' QUALITY MONITORING STATION c4 n
ROAD �, / / / ! DOUBLE COCONUT FIBER MATTING �W �� z
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CATEGORY
TOTAL
MINE
48.38 ACRES
PLANT AND STOCK PILES
23.86 ACRES
OVERBURDEN/SOIL STOCKPILE
12.70 ACRES
TAILINGS PONDS
1.08 ACRES
HAUL ROADS
17.02 ACRES
OFFICE AND SCALE AREA
0.65 ACRES
SHOP AREA
1.33 ACRES
TOTAL ACREAGE TO BE AFFECTED
TOTAL PERMITTED ACREAGE
105.02 ACRES
377.12 ACRES
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PROJECT: LITTLE RIVER QUARRY TMe D°OL �" E :ol► 9W +� � m
PIS"`' Puma AD °u`� "'°"rr ' APPLICANT
LEE COUNTY P, "RLMM � � Ff � MA 8�.
IN Wffr Pf LIA Uft TO rt► K, PA,
NORTH CAROLINA o o e LITTLE RIVER, LLC
PROJECT #: SHEET NAME: SHEET NUMBER:
P.O. eox 1009
DATE: I MAY 30, 2018- PANT AND engineering N surveying SANFORD, NC 27331
DRAWN BY: RAM STOCKPILE PLAN 4OF 2 101 W. Main St., Sulte 202 PHONE; [phone]
S LEGarner, NC 27529
CHILD BY: CRP PHASE 2 Phone [phone]
Fax [phone]
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BEIFF'ER Keneth Clark (and Alyce)
Ir�TERM1TTEiIT STREAM Sanford
Emory PT.
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j Eugene Laster Thomas CA
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PO Box 747
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Stanley M Parrish I / I I I BARBED / WIOE FEN 1 'I - r �'"� �� I I 1 / 1 / ; , ,'� l ,1 ` l • I I
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Sanford NC, 27330 FIBL
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650 Salem Church Rd. `� i Nathaniel Mark Smith ''�.,,, �.�
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PROJECT:
PROJECT
DATE: MAY 30, 2018
DRAWN BY;
CHKD BY: CRP
LITTLE RIVER QUARRY
LEE COUNTY
NORTH CAROLINA
SHEET NAME:
SEDIMENTATION &
EROSION
CONTROL PLAN
PHASE 1
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
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ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED, REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL
BE WITHOUT LIABILITY TO RWK, PA.
SHEET NUMBER: LmTNq 5)zz
engineering N surveying
7 OF 20 101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fax [phone]
APPLICANT
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
PHONE: (338) 312-•3320
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101 W. Main St., Suits 202
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DATE: ' MAY 3�, 201 S y!�K9
HAUL ROAD PHASE 2 ENGINEERING - SUI9
DRAWN RAM SEDIMENTATION AND 130F20 101 W. MAIN ST., SUI'
EROSION CONTROL GARNER, NC 275
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6"
RISER BARREL _11�^ 1
#4 BAR LAYOUT IS ACCEPTABLE.
OTHER TRASH RACKS MAY BE USED
HOWEVER, ALL OPENINGS SHALL BE
D NOT TO SCALE APPROX. 64 SQUARE INCHES IN AREA.
TRASH RACK D ETAI L
2------------
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NOTES:
Li°
I. BAFFLE MATERIAL SHALT, BE SECURED AT THE BOTTOM AND SIDES
INFLOW
x
Mlly
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
STRUCTURE
¢ T13P OF DAM
2. MOST OF THE SEDIiVIENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAIN rEn dANCE.
TARP PR1]TECTsaN
3. 3 BAFFLES SHALL BE PROVIDED (USE TWO IF LESS THAN 20 FEET IN LENGTH).
TAR
5 SHALL BE PROVIDED FOR BAFFLES IN DRAINAGE AREAS GREATER THAN IO ACRES.
gANDD IS*)
EDOE
4. BAFFLE SFIALL BE 700 G/M2 COIR EROSION BLANKET.
' tIE1R # EMGTH
5. TOPS OF BAFFLES SHALL. BE 2 INCITES LOWER THAN THE TOP OF THE BERMS
6. BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL.
SKIMMER
DEWATERING SECTION THR! WEIR
BAFFLES SHALL BE REPAIRED OR REPLACED AS NECESSARY.
DEVICE EMERGENCY
SPILLWAY
D
BAFFLES
PLAN VIEW CROSS SECTION PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER SUPPORT ROPE SUPPORT POST
UNDISTURBED GROUND AND ARMORED TO WIRE TO 24" INTRO BOTTOM STAKE 1' MIN FREEBOARD TOR OF BERM
WITH RIP RAP PREVENT SAGGING OR SIDE
_ SUPPORT BAFFLES (STD)
INFLOW
IN, INFLOW
EMERGENCY SPILLWAY
I SEDIMENT TRAP FENCE AND STRUCTURE ELEVATION
� r BURIED IN FABRICCH
4tl€�EWATERI NG
STEEL POST ZONE
DISSIPATER PAD 6"X6" TICK,
RIP RAP BACKFILLED AND �� 2'
1 COMPACTED iL COIR MESH OR SIMILAR, STAPLED OR DISSIPATER PAD
_ RIP RAP
TRENCHED INTO BOTTOM OR SIDE 3" THICK CONCRETE OCK
NOTES: - -� r - INLET SHALL BE PROTECTED
1. ALL SEDIMENT BASINS SHALL HAVE 2.5:1 SIDE (AS NEEDED) FROM CMP OUTLET PIPEEROSION WITH RIPRAP,
SLOPES. SECTION VIEW AT OPENING TARP. MATTING OR CROSS SECTION
2. WEIRS FOR ALL SEDIMENT BASINS SHALL HAVE OUTLET PIPE EQUIVALENT.
NO7E5:
3:1 SIDE SLOPES. 1) 13ASIN SHALL BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPIMMNTING THAT THE BASIN IS HALF -FULL
3. ALL INLETS FROM DIVERSION DITCHES SHALL 2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
1 �- EARTH DAM TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED. THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
BE ARMORED WITH A MIN. 10 S.Y. CLASS B " - - UPSTREAM 12' TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS
OR EQUNALENT FOR U.V. RESISTANCE.
RIP -RAP, MIN. 18 INCHES THICK. 3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE
PLAN VIEW 4) BAFFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FM A SILT FENCE
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY. SO THIS SHALL BE READILY AVAILABLE FOR MAINTENANCE.
S) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
CMP TRASH RACK & ANTI -VORTEX DEVICE 7) SKIMMER BASINS SHALL HAVE WEIRS WITH 3.1 SIDE SLOPES.
PAINTED RED CLEANOUT MARK RISE
LOCATED 40% UP RISER PIPE
SKIMMER TOP OF DAM
-I WATER LEVEL DURING STORMV -- EMERGENCY SPILLWAY ELEVATION STANDARD BAFFLES DETAIL STANDARD SKIMMER BASIN - SSB
SEDIMENT STORAGE
AREA MINIMUM SLOPES 2.5 : 1
C _ EARTH DAM •�'�t�, H �+ ,& C
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ANTI -SEEP COLLAR I - #5 Washed Stone
TOP OF BERM - - - - `'.,• P
CROSS SECTION A
CMP OUTLET PIPE I 1 I-1 1 TOP F EIR
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VEFVT SCREEN ACCESSIBLE THROUGH DOOR I- CQ
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B
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INV. IN
D
INV. OUT
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F
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1
282.0
280.2
279.0
278.0
284.0
282.5
36 LF
2
340.0
338.2
337.0
336.2
342.0
340.5
56 LF
3
339.0
337.2
336.0
335.5
341.0
339.5
32 LF
4
OMITTED
5
320.0
318.2
317.0
314.0
322.0
320.5
64 LF
6
334.0
332.2
331.0
329.5
334.0
334.5
56 LF
7
305.0
303.2
302.0
300.0
307.0
305.5
48 LF
SB#
SURFACE
AREA
(SQ. FT_)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
WIDTH
(FT.)
RISER
(IN.)
BARREL
SIZE
(IN.)
ANCHOR
SIZE
(C.Y.)
ANCHOR
DIMENSIONS
SKIMMER
SIZE (IN.)
ORIFICE
SIZE (IN.)
1
16,500
3
46,190
40
48
24
1
6'x6'x9"
6
2.5
2
15,600
3
44,494
35
48
24
1
6'x6'x9"
6
2
3
6,000
3
15,700
15
24
15
0.5
4'x4'x10"
6
1.5
4
OMITTED
5
24,200
3
87,860
50
48
24
1.5
7'x7'x10"
6
3.75
6
15,000
3
44,780
35
48
24
1
6'x6'x9"
6
2.5
7
7,500
3
19,740
20
24
15
0.5
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6
1.75
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LOCATION
LENGTH
WIDTH
DEPTH
VOLUME
WEIR
ORIFICE
SKIMMER
(FT.)
(FT.)
(FT.)
(CF)
WIDTH (FT.)
(IN.)
SIZE (IN.)
PLANT
1
AREA
44
22
3
12,372
15
1.5
4
2
OMITTED
3
OM I TTED
4
ROA.D AY
75 22
4
3,667
10
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8 7 6 5 4 3 2 1
File name: P:\NCGFO\LTTLRVR\SFDFTAIL_DWG
SED TRAP
STATION
LT
RT
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
(FT.)
6+00
X
42
20
3.5
2,195
4
6+50
X
42
20
3.5
2,195
4
12+50
X
35
18
3.5
1,566
4
12+50
X
35
18
3.5
1,566
4
13+90
X
24
15
3.5
788
4
21 +50
X
40
20
4
2,235
4
21 +70
X
40
20
4
2,235
4
23+ 10
X
35
1 20
3.5
1,812
4
23+25
X
35
20
3.5
1,812
4
53+80, 290 RT. (SHOP)
52
26
3.5
3,837
4
55+00
X
40
15
3.5
1,383
4
55+25
X
40
15
3.5
1,383
4
57+00
X
1 35
15
4
1,233
4
63+00
X
30
15
3.5
1,011
4
63+30
X
30
15
3.5
1.011
4
65+28
X
32
16
3.5
1,198
4

8 7 6 5 4 3 2 1
1 0' MIN TOP OF SILT FENCE
BUT SUFFICIENT TO KEEP COMPACTED MUST BE AT LEAST 1' ABOVE THE TOP OF SILT FENCE
SEDIMENT ON SITE MIN 4' MIN.
THE WASHED STONE
-.�':.`-:.;•: -�.: ': :.:-:y: STEEP CUT OR
cc
TONE TO BE USED: 50' OR WIDTH OF FILL SLOPE — -- — — -'
EXISTING .•,-: (SURGE STONE OR RAILROAD PROPOSED STREET, r
ROADWAY BALLAST) WHICHEVER IS
GREATER_ 2: 1 SLOPE (MAX)
STA�UZE DIVERSION DITCH {
WITH TEMPORARY SEEDING BARRIER DEPTH
CROSS SECTIONS ERosION -
NETTING
do
PLAN VIEW POSITIVE GRADE 1.0% MAX.
p UPSLOPE TOE _ D FRONT VIEW
NEW CONSTRUCTION
60' MIN. 40' MiN. SIDE SLOPES STEEL FENCE POST 11
EXISTING ROADWAY BURY WIRE FENCE,
2 1 (MAX.)
WIRE FENCE FILTER FABRIC,
12" MIN. ��N,� ��` � �� � ���\ ���` ��� HARDWARE CLOTH AND HARDWARE
6" MIN. � \ \ 1. FLOATING TURBIDITY BARRIER SHALL BE ANCHORED WITH CONCRETE BLOCKS. SET MM 2- APCE ART
CLOTH IN TRENCH
\ \ 2 YELBRIC LOW IN SHALL
OLOR. 1WITHUUVENHIBITORSREINFORCED
AND A MINIMUM POLYVINYL
GRAS CHLORIDE
TENSILE S1RENNGTHFABRIC.
OF 500 LBS. FILTER OF #57 MIN. N INTO SOLID
3. SECTIONS SHALL BE CONNECTED WITH GROMMETS. AND SHALL HAVE TOP AND BOTTOM WASHED STONE GROUND
FABRIC UNDER STONE STEEP CUT OR FILL SLOPE 4 ALL SEAMS BE HEAT SEALED. 3' FILTER FABRIC
5. VERTICAL EDGES SHALL BE REINFORCED WITH 5/8" POLY ROPE. ON GROUND
CROSS SECTION 6. GROMMETS SHALL BE 1/4- BRASS GROMMETS. FLOW Alto.
PLAN VIEW 7. THE BALLAST SHALL BE 5/16" GALVANIZED CHAIN, PLACED AT THE BOTTOM EDGE OF THE z�
SKIRT. THE CHAIN SHALL BE FINISHED OFF ON BOTH ENDS WITH 5/16" SHACKLES TO °
CONSTRUCTION SPECIFICATIONS: ALLOW SECTIONS TO CONNECT AND TRANSFER ANY LOAD. THE CHAIN SHALL BE ENCLOSED ° o
IN A POCKET. THE CHAIN SHALL HAVE A BREAKING STRENGTH OF 7,600 LBS, AND A WEIGHT
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO OF 1.00 LB/FT. BURY 6" OF UPPER EDGE OF
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJ£GTIONALE MATERIAL. BURY WIRE FENCE
ENSURE CONSTRUCTION ENTRANCE 1S USED. 2- ENSURE THAT THE MINIMUM CONSTRUCTED CROSS-SECTION MEETS ALL DESIGN REQUIREMENTS_ 8_ THE 5/16" GALVANIZED TOP LOAD CARRYING CABLE SHALL BE PLACED IMMEDIATELY BELOW
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE THE FLOATATION. THE CABLE SHALL BE FINISHED OFF AT ALUMINUM CONNECTORS IN ORDER AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD SPECIFIED SETTLEMENT. TO TRANSFER AND DISTRIBUTE ANY LOAD ACROSS OTHER BARRIERS. THE BREAKING
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE 4• PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE RE -GRADING AND CLEANOUT. STRENGTH OF THE CABLE SHALL BE 10,000 LBS.
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 9• THE TURBIDITY BARRIER SHALL HAVE FLOATATION FROM A SQUARE FOAM FILLED FLOTATION SECTION VIEW
BEFORE ENTERING THE PUBLIC ROAD. 30 WORKING DAYS. FLOAT WITH A BUOYANCY OF 61 LBS/SQ. FT. SUFFICIENT TO KEEP THE BARRIER AT A
MINIMAL ELEVATION OF 3 INCHES ABOVE THE WATER LINE.
3, MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR MAINTENANCE:
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL NOTES:
REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN STONE AND INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR
REPLACEMENT WITH FRESH STONE. THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
STABILIZED, REMOVE THE RIDGE AND CHANNEL TO BLEND THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERNG.
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING_
STANDARD CONSTRUCTION ENTRANCE TEMPORARY DIVERSION DITCH FLOATING TURBIDITY CURTAIN DETAIL STANDARD SILT FENCE OUTLET
C TOP OF SILT FENCE FLOW u C
MUST BE AT LEAST V
ABOVE THE TOP OF COIMPac1ED 2 MIN •�'" `'•�� 3� -
RIP RAP INLET
THE WASHED STONE SILT FENCE I (AS REQIRED PER PLAN)
STEEP CUT OR — — — SEAL
_ 2639 •
FILL SLOPE — 1 ��2�3gS j�s MAX. H�4;
VARIABLE AS DIRECTED BY THE ENGINEER I I '� S
2:1 SLOPE (MAX) I 1 '%,,�jlil
RPti���..�`
- STABIUZF DIVERSION DITCH
MIN. 12-1/2 GA. CR SS S WITH TEMPORARY SEEDING :< ..
INTERMEDIATE O ECTION AND EROSION CONTROL + .` - •. I I HAUL ROAD.
wIREs NETTING
----------------
BURY WIRE FENCE, ., s,• ..4, ,._ i y :, _ • _ '' " • a
FENCE TO IC D FILTER FABRIC
AND HARDWARE POSITIVE GRADE
FRONT VIEW CLOTH IN TRENCH UPSLOPE TOE P4 o
GRADE Z p
STEEL FENCE POST
STEEL FENCE POST SET MAC 2' APART SIDE SLOPES "::.v�.T.�__....;:--_- a
MIN. 1$' INTO SOLIDr= ' I--1 p Z m
WIRE FENCE GROUND 2 1(MAX.)''' `'� `' Aq M
y J Ili A c�
HARDWARE CLOTH r , 0
��� ���� �� \��� ���� ��� `t';,",�,,a,. RIP RAP OUTLET O. W W
..r;_CL
;
04
FRONT VIEW x
FILTER OF #57 pw
WASHED STONE $ STEEP CUT OR FILL SLOPE PLAN VIEW
STEEL POST 3' FILTER FABRIC
WOVEN WIRE FASMC ON GROUND (NTS) 12" CRUSHER RUN
NOIE� SILT FENCE GEOT£XTILE FABRIC 1201
FLOW
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ° PLAN VIEW
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN o 3 FILL SLOPE ° CONSTRUCTION SPECIFICATIONS:
AREAS OF CONCENTRATED FLOW "� m w� a13
B " ,�-� �Ka`= 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONALE MATERIAL FILL AND ��� 2' MIN f��Lo'i� _ ` Z N B
-END OF SILT FENCE NEEDS TO BE TURN® UPHILL. w "" �� COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL Git0UNi3 LEVEL OR ABOVE. � , `��-- EXISTING GRADE o -�� V O
BURY WIRE FENCE BURY 6 OF UPPER EDGE OF . , M ra d
GRADE 2. JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. -W D N ,0 t0
- AND HARDWARE CLOTH FILTER FABRIC IN TRENCH 3- EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO UNE, GRADE, AND CROSS SECTION, AS REQUIRED BY THE E i� Biso } w Cq CD In
DESIGN PLAN. ��\ ��f �I& fx � Ul 0
OVER S N. COVER 4. COMPACT THE RIDGE TO PREVENT UNEQUAL SETTLEMENT AND TO PROVIDE STABILITY AGAINST SEEPAGE. COMPACTED FILL —'J w�� CULVERT ¢o5 � N
C4 5. VEGETATIVELY STABILIZE THE DIVERSION AFTER ITS INSTALLATION_
EXTEND WIRE 6" MIN. INro TRENCH MAINTENANCE: SECTION VIEWFOR u
fl-
FENCEEFAILURES,AIR OF SILT USE AND
pREC D� EENNGINEIRT ER • MAINTENANCE: pj Z 0
FOR SANCHOR STONE. ALL
RAINFALL. �ANYLREP�RSSSHALL BEEMINSPECTED
IMM IMMEDIATELY. REGULAR BASIS AND AFTER EACH ��da ? Q �
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE PROFILE VIEW FOR PERMANENT CROSSINGS ���Y rn
FENCE IS PROTECTING 510F VIEW ANY OBSTRUCTIONS FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND MAKE TIMELY REPAIRS °ter a�a W 2 a Z
CATCH BASIN. ALL CLOGGED SEDIMENT STONE SHALL BE REMOVED AND REPLACED. A5 NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES. (NTS) pioP W . Q O
ADDITIONAL POSTS OR WIRE SHALL BE INSTALLED IF THE FENCE IS SAGGING, f is Z (L
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING. 12,. _ .12 MIN. #57 WASHED STONE FZW•,Nzm Esyap0 13 O
STANDARD TEMPORARY SILT FENCE SPECIAL SILT FENCE CLEAN WATER DIVERSION DITCH -_2a W
`. 2' MIN. EXISTING GRADE`m
t = APRON THICKNESS
W = APRON WIDTH
3c A A La = LENGTH OF RIP RAP APRON
W d,,= PIPE DIAMETER
NOTES
PLAN VI 1 1. ALL OUTLET STABILIZATION APRONS INSTALLED ON THE SITE SHALL HAVE THE OVERLAYING SOIL
REMOVED FROM EACH OUTLET STABILIZATION SITE BEFORE INSTALLING THE RIP -RAP APRON.
ANY FILL THAT MUST BE ADDED SHALL BE COMPACTED TO THE DENISTY OF THE
L SURROUNDING UNDERLYING MATERIAL. INCREASING THE THICKNESS OF THE RIP -RAP APRON
Lc SHALL ONLY BE DONE AT THE DIRECTION OF THE ENGINEERS.
2_ THE APRON SHALL HAVE ZERO GRADE WITH NO OVERFILL AT THE END_ THE TOP OF THE
A DOWNSTREAM END SHALL BE LEVEL WITH THE RECEMNG AREAS,
3. THE APRON SHALL BE INSPECTED WEEKLY AND AFTER ALL RAIN EVENTS. DAMAGED OR
t ERODED DOWNSTREAM SHALL BE REPAIRED AND ANY MISSING RIP -RAP SHALL BE REPLACED.
SECTION A -A
FILTER FABRIC
SHALL BE USED
FILTER CLOTH w
�� . EXTEND 25 BEYOND PIPE ENDS M
CLASS B RIP —RAP '� CULVERT
U. AND SECURE
Z
- o
PROFILE VIEW FOR TEMPORARY CROSSINGS
(NTS)
oza
Q 49 Z ~O~
zoo
a 0 � ZIcJ
mii © Q w LL! W Q
> 0 0 0? O Q A
W J W Q Z
z N v
J
OD
T
o
04
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V) U
co
NOTE: STREAM CROSSINGS AT STA. 13+30, 22+00 AND 63+50 SHALL BE TEMPORARY. THE y-
CONSTRUCTION SEQUENCE FOR ALL TEMPORARY CROSSINGS IS SHOWN ON SHEET 17. m m
r
OUTLET STABILIZATION DETAIL
STREAM CROSSING DETAIL W `
Q
d O 0 U
8 7 6 5 4 3 2 1
File name: P:\NCGEO\LTTLRVR\SEDEfAIL.DWG
ID#
do
La, FT.
W, FT.
t, IN.
RIP —RAP CLASS
OS#1
24"
20
22
24
B
OS#2
24
20
22
24
B
OS#3
15
16
18
24
B
OS#4
24"
20
22
24
B
OS#5
30"
18
21
18
B
OS#6
18"
10
12
18
B
OS#7
OMITTED
OS#8
OMITTED
OS#9
24"
22
25
24
B
0S#10
15"
18
20
24
B
PIT
12"
8
9
18
A
EMERG.
ENTRANC
15"
8
10
12
A
STA.
DIAMETER
(IN.)
0-10
(CFS)
LENGTH(LF)
SLOPE (%)
INV. IN (FT)
INV. OUT (FT)
MATERIAL
DURATION
6+50
30
31
60
1
327.8
327.2
CMP
PERMANENT
13+00
18
77
60(+/-)
1
307.3
306.7
CMP
PERMANENT
13+30
42
I 77
52(+/-)
CMP
TEMPORARY
22+00
2 - 48
232
56(+/-)
CMP
TEMPORARY
42+00
OMITTED
64+10
30
33
56(+/-)
CMP
TEMPORARY
ENTRANCE
15
N/A
104
1
351.5
350.5
RCP
PERMANENT

7
C�
5 4
3
2 I
n
C
A
QUARRY SIDE
TOP OF BERM \
ROAD/ADJACENT SIDE
0
0
"
LARGE SHRUBS
LARGE
TREE
0
0
0
SMALL
01
TREE
18' WIDE 3:1
SLOPE - 6'
EIGHT AT TOP
18' WIDE 3:1
SLOPE -- 6'
14' BERM TOP
VISUAL BARRIER BERM
140'
SIDE SLOPES
3:1 TYP.
LARGE TREES TO BE SELECTED FROM:
URIODENDRON TUL IPIFERA, TULIP POPLAR
PILAUS TAEDA, LOBLOLLY PINE
QUERCUS COCCINEA, SCARLET OAK
EACH TREE TO BE 2" CALIPER 12' HT AT
PLANTING, BALLED AND BURLAP
SMALL TREES - TO BE SLECTED FROM:
Ci RCIS CANADENSIS, REDBUD
CHIONANTHUS VIRGINCUS. FRINGETREE
ILEX OPACA, AMERICAN HOLLY
EACH TREE TO BE 2" CALIPER 10' HT AT
PLANTING. BALLED AND BURLAP
LARGE SHRUBS - TO BE SELECTED FROM:
ILEX VQM[TORIA. YAUPON HOLLY
LEUCOTHOE POPUUFOLIA, FLORIDA LEUCOTHOE
MYRICA CERIFERA, WAX MYRTLE
EACH SHRUB TO BE 3 GALLON, 36" HT AT
PLANTING
SEED THE ENTIRE BERM AFTER TREE AND
SHRUB PLANTING WITH PANICUM VIRGATUM,
SWITCH GRASS AT A RATE OF 8 LBS/ACRE
DO NOT MOW.
NOTE: ALL SCREENING BERMS SHALL BE
CONSTRUCTED AND STABIUZED
WITHIN 1 YEAR OF STARTING MINING
ACTIVITIES.
R/W R/
VARIES VARIES
50' LS BUFFER 50' LS BUFFER
f
I I I
2.5'
SHOULDER
wAL
5' 30.0' 4' 2' 2:1
A3:1 MIN. MAX�v
25-1
12" CRUSHER RUN OR CABC
STABILIZE ROAD SIDE DITCHES
WITH AM. GREEN P550 TRM
OR EQUAL AND APPLY SWALE
HAUL ROAD SECTION SEED MIX FROM STA. 15+00
TO STA 19 +00.
30' WIDE
DETAIL NOT TO SCALE
HAUL ROAD SECTION DETAIL
USE 3-WIRES WITH 3 STRAND BARB WIRE CLASS III
45 DEGREE TYPE GALVANIZED OR ALUMINIZED
BARB ARMS
TOP RAIL-n
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s
TENSION WIRE-
D
CONCRETE ENCASEMENT
(TYPICAL)
1.T0"
CHAIN LINK FENCE & GATE
12'-0"
l
P
AME
CONSTRUCTION SEQUENCE AND NOTES
1. CONTACT NCDEMLR - LAND QUALITY SECTION FOR PRE -CONSTRUCTION MEETING AT
[phone] A MINIMUM OF 1 WEEK PRIOR TO BEGINNING CONSTRUCTION.
2. SURVEYOR IS TO STAKE LIMITS OF CONSTRUCTION AND EROSION CONTROL FEATURES FOR
PROJECT INCLUDING, HAUL ROAD, SCALE, SHOP, PLANT, MINE AND OVERBUREDEN AREAS_
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES ONE AT HIGHWAY 87 AND ONE AT THE EAST
END OF FRED STONE ROAD.
PHASE I
MINE AND PLANT AREA
4. BEGINNING AT FRED STONE ROAD, INSTALL SILT FENCING ALONG TEMPORARY ACCESS ROAD FROM
CONSTRUCTION ENTRANCE TO THE; GATE. CONTINUE AROUND THE PERIMETER OF THE MINE SITE TO
THE LITTLE RIVER AND CONTINUE AROUND TO FRED STONE ROAD, FROM THE ENTRANCE AT
HIGHWAY 87 INSTALL SILT FENCING ON EACH SIDE TO THE LITTLE RIVER, ALONG THE EAST AND
WEST BANK OF THE LITTLE RIVER INSTALL SPECIAL SILT FENCE.
5. CLEAR AND GRUB ONLY AS NECESSARY TO SB 6 AND INSTALL
6. CONSTRUCT TEMPORARY DIVERSION TO SB 6
7. CLEAR AND GRUB ONLY AS NECESSARY TO SB 1 AND INSTALL
8. CONSTRUCT BOTH TEMPORARY DIVERSIONS TO SB 1
9. CLEAR AND GRUB ONLY AS NECESSARY TO SB 7 AND INSTALL
10. CONSTRUCT TEMPORARY DIVERSION TO SB 7
11. CLEAR AND GRUB ONLY AS NECESSARY TO SS81 AND INSTALL
12. CLEAR AND GRUB ONLY AS NECESSARY TO SB 2 AND INSTALL
13_ INSTALL BOTH TEMPORARY DIVERSIONS TO SB 2
14. CLEAR AND GRUB ONLY AS NECESSARY TO SB 3 AND INSTALL
15. INSTALL TEMPORARY DIVERSION TO SB 3
16. CLEAR AND GRUB ONLY AS NECESSARY TO SB 5 AND INSTALL
17. INSTALL BOTH TEMPORARY DIVERSIONS TO SB 5
18. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE AFTER INSTALLATION OF EACH
BASIN AND DIVERSION.
19. ALONG THE HAUL ROAD, CLEAR AND GRUB ONLY AS NECESSARY TO SEDIMENT TRAPS AT
STATIONS 64+40 AND INSTALL.
20. INSTALL TEMPORARY PIPE IN THE INTERMITTENT STREAM CROSSING FOLLOWING STEPS 30-38 BELOW.
21. CONTINUE ALONG THE HAUL ROAD, CLEAR AND GRUB ONLY AS NECESSARY TO INSTALL SEDIMENT
TRAPS AND DIVERSIONS TO EACH AT STATIONS 57+OOR, 55+OOR AND 55+OOL.
22. INSTALL SPECIAL SILT FENCE ALL ALONG THE WEST BANK OF THE LITTLE RIVER
WITHIN THE LIMITS OF DISTURBANCE.
23. FINISH CLEARING AND GRUBBING AND GRADE TO THE SPECIAL SILT FENCE AT THE WEST BANK OF
THE RIVER APPROXIMATELY STATION 46+75. DO NOT CROSS THE RIVER DURING PHASE 1
24. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE AFTER INSTALLATION OF EACH
BASIN AND DIVERSION.
25, ONCE MEASURES ARE INSTALLED AND INSPECTED, CLEAR AND GRUB INITIAL MINE AREA,
OVERBURDEN DISPOSAL, VISUAL BARRIER, PLANT AND STOCKPILE AREA, TAKINGS PONDS, OFFICE
AND SCALE AND SHOP AREAS AND GRADE.
HAUL ROAD FROM NC HIGHWAY 87
26. CLEAR AND GRUB ONLY AS NECESSARY TO STATION 13+00 INSTALLING SEDIMENT TRAPS AND
DIVERSIONS.
27. PREPARE AND INSTALL PERMANENT PIPE IN INTERMITTENT STREAM AT STATION 6+50. PLACE AND
COMPACT ENOUGH BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM EVENT. UPON
COMPLETION OF BACKFILL OPERATIONS, PREPARE SLOPES AND OTHER DISTURBED AREAS AND
STABILIZE.
28. FINISH CLEARING AND GRUBBING AND LIGHTLY GRADE TO STATION 13+00.
29. PREPARE AND INSTALL PERMANENT PIPE IN INTERMITTENT STREAM AT STATION 13+05. PLACE AND
COMPACT ENOUGH BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM EVENT. UPON
COMPLETION OF BACKFILL OPERATIONS, PREPARE SLOPES AND OTHER DISTURBED AREAS AND
STABILIZE. APRONS ON PIPES SHALL BE INSTALLED SUCH THAT THE TOP OF THE RIP -RAP IS AT
THE BOTTOM OF THE ORIGINAL CHANNEL ELEVATION.
30. INSTALL TEMPORARY PIPE IN STREAM. THE MIDDLE OF THE PIPE SHALL BE INSTALLED 10'
UPSTREAM OF THE ROADWAY CENTERLINE SO CONSTRUCTION VEHICLES AND MACHINERY CAN USE
CROSSING WHILE GRADING AND CONSTRICTION OF ABUTMENTS IS UNDERWAY
31, FOR CROSSING AT STATION 13+30. LOCATE CROSSING WHERE APPROACHES AND CROSSING WILL
DISTURB THE LEAST AMOUNT OF THE CHANNEL'S BANK AND BOTTOM.
32, DIVERT STORMWATER RUNOFF FROM THE CROSSING APPROACHES TO PREVENT RUNOFF FLOWING
DOWN THE APPROACH AND INTO THE STREAM.
33, CONSTRUCT APPROACH RAMPS BY PULLING SOIL BACK AWAY FROM THE STREAM CHANNEL. DO
NOT CONTOUR THE BANK BY PUSHING SOIL INTO THE STREAM. DISTURBING STREAM BANKS TO
CONSTRUCT APPROACH RAMPS SHOULD ONLY BE UNDERTAKEN WHERE STONE FOR THE CROSSING
CANNOT EFFECTIVELY BE RAISED TO THE LEVEL OF THE TOP OF BANK.
34, CENTER FILTER FABRIC ON THE CROSSING AND TEMPORARILY ANCHOR ENDS. PLACE WASHED
STONE OVER FILTER FABRIC ACROSS STREAM CHANNEL. INSURE THE FABRIC IS PLACED SUCH THAT
NO STONE CONTACTS STREAM BED.
35. INSTALL TEMPORARY PIPES ON BED OF WASHED STONE AND COVER WITH STONE TO A DEPTH
SUFFICIENT TO SUPPORT EQUIPMENT LOADS. SOIL SHOULD NOT BE USED AS BACKFILL MATERIAL.
36. ARMOR SIDES AND TOP OF FILL TO PREVENT EROSION AND PROVIDE A FIRM TRAVEL SURFACE. IF
APPROACH RAMPS HAVE BEEN EXCAVATED, ARMOR SIDE SLOPES WITH RIP -RAP TO PREVENT
EROSION WHEN WATER FLOWS OVER CROSSING.
37. COMPLETELY REMOVE CROSSING IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ESTABLISH
PERMANENT VEGETATION ON GRADED AREAS OUTSIDE OF STREAM CHANNEL. NOTE THAT TEMPORARY
PIPE CAN REMAIN IN STREAM CHANNEL FOR A MAXIMUM OF 6 MONTHS.
38. BACKFILL, PREPARE SLOPES AND OTHER DISTURBED AREAS AND STABILIZE.
39. CLEAR AND GRUB ONLY AS NECESSARY TO STATION 22+50 INSTALLING SEDIMENT TRAPS AND
DIVERSIONS.
40. FINISH CLEARING AND GRUBBING AND LIGHTLY GRADE TO STATION 22+20.
41. INSTALL TEMPORARY PIPE IN STREAM FOLLOWING STEPS 30--38 ABOVE,
42. MINIMALLY CLEAR, GRUB AND LIGHTLY GRADE TO STATION 43+40 INSTALLING SEDIMENT TRAPS AND
DIVERSIONS.
43. INSTALL CLEAN WATER DIVERSION FROM STATION 28+00 TO STATION 43+40 AND STABILIZE SLOPES,
44. INSTALL SPECIAL SILT FENCE ALL ALONG THE EAST BANK OF THE LITTLE RIVER WITHIN THE LIMITS
OF DISTURBANCE.
45. FINISH CLEARING AND GRUBBING AND GRADE TO THE BANK OF THE RIVER CHANNEL APPROXIMATELY
STATION 46+15_ DO NOT CROSS THE RIVER DURING PHASE I.
46. ONCE MEASURES ARE INSTALLED AND INSPECTED, FINISH CLEARING AND GRUB HAUL ROAD AND
GRADE.
47. INSTALL THE TURBIDITY BARRIER IN THE CHANNEL BEFORE GRADING THE EXISTING SLOPE ABOVE THE
RIVER.
48. OMITTED
PHASE h
HAUL ROAD EARTHWORK ONLY (PREPARATORY WORK FOR BRIDGE CONSTRUCTION)
49. LOCATE CROSSING WHERE APPROACHES AND CROSSING WILL DISTURB THE LEAST
AMOUNT OF THE CHANNEL'S BANK AND BOTTOM.
50, DIVERT STORMWATER RUNOFF FROM THE CROSSING APPROACHES TO PREVENT RUNOFF
FLOWING DOWN THE APPROACH AND INTO THE STREAM.
51. CONSTRUCT APPROACH RAMPS BY PULLING SOIL BACK AWAY FROM THE STREAM
CHANNEL. DO NOT CONTOUR THE BANK BY PUSHING SOIL INTO THE STREAM.
DISTURBING STREAM BANKS TO CONSTRUCT APPROACH RAMPS SHOULD ONLY BE
UNDERTAKEN WHERE STONE FOR THE CROSSING CANNOT EFFECTIVELY BE RAISED TO THE
LEVEL OF THE TOP OF BANK.
52. COMPLETELY REMOVE TEMPORARY CROSSING IMMEDIATELY UPON COMPLETION OF BRIDGE
CONSTRUCTION. ESTABLISH PERMANENT VEGETATION ON GRADED AREAS OUTSIDE OF
STREAM CHANNEL.
53. BACKFILL, PREPARE SLOPES AND OTHER DISTURBED AREAS AND STABILIZE.
54. CLEAR AND GRUB ONLY AS NECESSARY TO STATION 63+50 INSTALLING SEDIMENT TRAPS
AND DIVERSIONS
55. BRING ROAD TO FINAL SUB -GRADE AT 95% COMPACTION FROM STATION 1 +50 TO
STATION 43+40. SHAPE UP SLOPES AND CONTOUR INTO EXISTING GROUND.
56. BRING ROAD TO FINAL SUB -GRADE AT 95% COMPACTION FROM STA. 46+75 TO
STA. 65+65.95. SHAPE UP SLOPES AND CONTOUR INTO EXISTING GROUND.
57. GRADE ROADSIDE DITCHES TO NATURAL GROUND.
58. AREAS WHERE DITCHES TRANSITION TO EXISTING GROUND WILL BE LINED WITH CLASS B
STONE. CARE SHALL BE TAKEN TO DISPERSE FLOW AT THE OUTLETS.
59. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING
OF EACH SLOPE_
60_ APPLY STONE TO REACH FINAL GRADE_
61. INSTALL CONCRETE WASHOUT AREAS PER DETAIL IN AREAS SHOWN ON THE PLANS.
MINE AND PLANT AREA
62. BEGIN GRADING OF THE INITIAL MINE AREA, MOVE AND PLACE MATERIAL FOR VISUAL
BARRIER BERM. PLACE AND COMPACT MATERIAL FOR PLANT AND STOCK PILE AREA.
63. USING THE MATERIAL FROM THE PIT AREA BRING THE HAUL ROAD UP TO SUB -GRADE AT
95% COMPACTION. APPLY STONE TO REACH FINAL GRADE.
64. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING
OF SLOPES.
65. USING THE MATERIAL FROM THE PIT AREA CONSTRUCT OVERBURDEN STOCK PILE AREAS.
PER DETAIL, USE 20' BENCH HEIGHT WITH 5' BENCH.
66. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING
OF EACH BENCH SLOPE,
67. BEGIN SECOND BENCH AND INSTALL 12" SLOPE DRAINS AS NECESSARY.
MAINTENANCE
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND
AFTER EACH RAINFALL EVENT EXCEEDING 0.5" OR GREATER. INSPECTED PRACTICES INCLUDE
BUT ARE NOT LIMITED TO:
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND PROXIMITY:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE_ THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER
A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO ROADWAYS.
2. CHECK DAMS:
CHECK DAMS AND CHANNELS SHALL BE INSPECTED WEEKLY AND AFTER 0.5" (OR GREATER)
RAINFALL EVENTS AND ANY NECESSARY REPAIRS SHALL BE MADE. SEDIMENT, STRAW, LIMBS
OR OTHER DEBRIS SHALL BE REMOVED FROM THE CHANNEL.
ADD STONES TO THE DAM AS NEEDED.
3. SILT FENCE AND FABRIC:
INSPECT SEDIMENT FENCES EACH WEEK AND AFTER EACH RAINFALL. MAKE ANY NECESSARY
REPAIRS IMMEDIATELY
FENCE FABRIC THAT HAS COLLAPSED, TORN DECOMPOSED OR BECOME INEFFECTIVE SHALL BE
REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED. ANY DAMAGE TO THE SILT
FENCE SHALL BE REPAIRED.
4. SILT FENCE TRAPS:
INSPECT THE BARRIER AFTER EACH RAIN, REMOVE SEDIMENT WHEN HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
UPON STABILIZATION OF DRAINAGE AREA, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,
EITHER SALVAGE OR DISPOSE OF PROPERLY. BRING DISTURBED AREA TO PROPER GRADE, THEN
SMOOTH AND COMPACT IT. STABILIZE ALL BARE AREAS AROUND THE TRAPS AND INLETS.
5. BASIN, PIT AND TRAP INLET AREAS:
CHECK INLET AREAS FOR EXCESSIVE EROSION OR BLOWBY USE MATTING, TARP OR STONE TO
STABILIZE PROBLEM AREA AND RETURN TO ORIGINAL DIMENSIONS.
6. SEDIMENT PITS AND TRAPS:
SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE SHALL BE
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE
STRUCTURE.
THE SEDIMENT SHALL BE REMOVED WITH TRACK HOE FROM TOP OF EMBANKMENT.
DO NOT PLACE EQUIPMENT AT BOTTOM OF SLOPE AND DO NOT ENCROACH UPON WETLAND OR
BUFFER AREAS.
DISPOSE OF THE MATERIAL OFF --SITE AND REPLACE ANY CONTAMINATED GRAVEL THAT WAS
REMOVED. THE STRUCTURE AND ANY BAFFLES SHALL BE INSPECTED FOR DAMAGE AND
REPAIRED ACCORDINGLY.
7. SEDIMENT BASINS:
SEDIMENT BASINS SHALL HAVE A CLEAN -OUT MARK APPROXIMATELY 2,4' BELOW THE BOTTOM
OF THE RISER WEIR. SEDIMENT SHALL BE REMOVED FROM THE BASIN AS DIRECTED ABOVE.
SEDIMENT BASINS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT 0.5" OR
GREATER, REPAIRS SHALL BE MADE IMMEDIATELY.
INSPECT THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE. THE EMBANKMENT
SHALL BE INSPECTED FOR PIPING AND SETTLEMENT. ALL NECESSARY REPAIRS SHALL BE MADE
IMMEDIATELY. ALL TRASH AND OTHER DEBRIS SHALL BE REMOVED FROM THE RISER AND
POOL AREA.
CONSTRUCTION SEQUENCE
8. SKIMMER BASINS:
BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. ANY BAFFLES WITH COLLAPSED, TORN,
DECOMPOSED OR ARE NO LONGER EFFECTIVE SHALL BE REPLACED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE BASIN IS 40% FULL BAFFLES SHALL NOT
BE DAMAGED, AND ANY BAFFLES DAMAGED IN THE SEDIMENT REMOVAL PROCESS SHALL BE
REPLACED IMMEDIATELY. IN NO CASE SHALL THE SEDIMENT DEPTH EXCEED 40% OF THE
DESIGN STORAGE DEPTH.
9_ TEMPORARY DIVERSION DITCHES:
TEMPORARY DIVERSION DITCHES SHALL BE INSPECTED ONCE A WEEK AND AFTER EVERY
RAINFALL. SEDIMENT IN THE FLOW AREA SHALL BE REMOVED IMMEDIATELY AND ANY
NECESSARY REPAIRS TO THE DIVERSION RIDGE SHALL BE MADE.
OUTLETS SHALL BE INSPECTED AND REPAIRS MADE IMMEDIATELY.
10. SEEDING, FERTILIZING, AND MULCHING:
SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS AND RESEEDING
SHALL BE MADE WITHIN THE SAME SEASON.
11. OUTLET STABILIZATION APRONS (RIP -RAP ROCK APRONS):
INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER 0.5" RAINFALL (OR GREATER)
EVENTS. REPAIR ANY EROSION AND REPLACE ANY DISLODGED STONES.
12. TEMPORARY PIPED CROSSINGS
INSPECT CROSSING DAILY AND AFTER EACH RAINFALL EVENT FOR DAMAGE.
INSPECT RUNOFF DIVERSIONS ALONG APPROACHES.
KEEP PIPES CLEAR OF DEBRIS.
REVEGETATE THE STREAM -SIDE BUFFERS WHEN THE CROSSING APPROACH IS COMPLETE.
1 03-27-18
REV DATE
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PERMANENT SEEDING SCHEDULE FOR REMAINING SITE
SEEDBED PREPARATION FOR RIPARIAN BUFFERS PERMANENT SEED MIXTURE FOR FOR RIPARIAN BUFFERS
PERMANENT SEEDING SCHEDULE 1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
SHOULDERS, SIDE DITCHES SLOPES (MAX. 3;1) 2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
DATE: LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. http://www.ernstseed.com/seed-mix/?category-id=73
TYPE; PLANTING RATE: 3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. ERNMX #: ERNMX-307
AUG. 15-NOV. 1 TALL FESCUE 300 LBS./ACRE 4. APPLY AMMENDMENTS AS LISTED.
NOV. 1-MAR.1 TALL FESCUE 300 LBS./ACRE 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY Seeding Rate20 lb per acre
& ABRUZZI RYE 25 LBS./ACRE
MAR.1-APR.15 TALL FESCUE 300 LBS./ACRE UNIFORM SEEDBED IS PREPARED FOUR INCHES DEEP.
APR.15--JUN.30 HULLED COMMON BERMUDA 25 LBS./ACRE 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED Mix Type for Riparian Sites
JUL.1-AUG.15 TALL FESCUE AND 120 LBS./ACRE LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
***BROWNTOP MILLET 35 LBS./ACRE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY Species List:
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
SLOPES (3:1 TO 2:1) ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05 23% Redtop Panicgrass, Coastal Plain NC Ecotype (Panicum EARTH BERM
MAR.1-JUKE 1 SERICEA LESPEDEZA (SCARIFIED)
50 LBS./ACRE GAL/SQUARE YARD OF ASPHALT BINDING MATERIAL TO ASSURE THAT rigidulum (P. stipitatum), Coastal Plain NC Ecotype) DITCH BLOCK & THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE. ALTERNATE 20% Virginia Wildrye, PA Ecotype (Elymus virginicus, PA Ecotype) ANCHOR STAKE
(MAR.1-APR.15) ADD TALL FESCUE 120 LBS./ACRE ANCHORING METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A 20% River Oats, Coastal Plain NC Ecotype (Chosmanthium latifolium TEMP. EARTH SHOULDER BERM
(MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE TEMP. SHOULDER
(MAR.1-JUN.30) OR ADD HULLED COMMON BEMUDA GRASS MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT Uniola latifolia Coastal Plain NC Ecotype)ANCHOR STAKE
25 NHS./ACRE � } BERM DITCH 12
JUN.1-SEP.1 "*TALL FESCUE AND 120 LBS./ACRE CAN BE USED AS A MULCH ANCHORING TOOL. 18% Beaked Panicgrass, SC Ecotype (Panicum anceps, SC Ecotype) MIN. EXTEND DRAIN AS REQUIRED TO
***BROWNTOP MILLET 35 LBS./ACRE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR �- -- COINCIDE WITH HEIGHT of
*OR SORGHUM-SUDAN HYBRIDS RESEEDINGS WITHIN THE PLANTING SEASON IF POSSIBLE. IF STAND 10% Indian Toss, NC Ecotype Sar hastrum nutans, NC Ecotype) FINISHED EMBANKMENT
.* 30 LBS./ACRE 9 yR ( 9 YP
SEP.1-MAR.1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS./ACRE SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL 4% Winter Bentgrass, NC Ecotype (Agrostis hyemalis, NC Ecotype) \ TEMP, EARTH SHOULDER BERM
AND TALL FESCUE 120 LBS./ACRE 12
(NOV.1-MAR.1) ADD ABRUZZI RYE 25 LBS./ACRE LIME, FERTILIZER AND SEEDING RATES. 3% Mistflower, FL Ecotype (Eupotorium coeiestinum (Conoclinium \ 10' MAX
9. MAINTAIN AS SPECIFIED. c.), FL Ecotype) MIN.
NATURAL GROUND LINE ELBOW
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL 2% Leathery Rush, Coastal Plain NC Ecotype (Juncus coriaceus, EARTH BERM DITCH BLOCK
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE Coastal Plain NC Ecotype) TEMPORARY SLOPE DRAIN
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER TEMP. SHOULDER BERM DITCH
SEEDING RATE COMBINATIONS ARE ISLE.
Total: 100% 5' MIN ANCHOR STAKE
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT STAGE BUILDUP OF FILL
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE ELBOW
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. - See more at:
http://www.ernstseed.com/seed-mix/?category-id=73#sthash.zsfpsjnM.dpuf NOTE: TOE OF FILL
ANCHOR STAKES 30' LONG
For areas where trees are not desired: AND SET MINIMUM 12" DEEP.
mow annually to o height of 6 inches otherwise tree seedlings will take CLASS 'B" STONE E SILT
BASIN TYPE B. SEE NOTES.
over.
SEEDBED PREPARATION Otherwise, do not mow at all and and trees will eventually cover the
area
1 _ RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND Provide a 2" layer of certified compost to cover the areas affected
UNIFORM. NOTES:
3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF and have it tilled to a depth of 6 inches prior to seeding. Cover the
AVAILABLE. seed with a clean grain straw. 1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER. 2. AT INLETS A STANDARD T -SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
DEEP. FOR SINGLE --DIRECTION FLOW AS DIRECTED.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK 3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
AFTER SEEDING. 4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS. SILT BASINS AND OTHERS
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY 4.000 LB/ACRE GRAIN STRAW OR EQUIVALENT EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUP AT OUTLET LOCATIONS.
COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05 GAL/SQUARE YARD OF ASPHALT 5. USE MAXIMUM SLOPE DRAIN SPACING OF 200ft MEASURED ALONG TOP OF SLOPE.
BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE. ALTERNATE ANCHORING
METHODS ARE NETTING. ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE_ MAY BE MOWED ONCE OR TWICE A YEAR,
BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING SCHEDULE PERMANENT SEEDING SCHEDL, Z IN RIPARIAN BUFFERS TEMPORARY SLOPE DRAIN
1Oft. MIN.
TOP WIDTH
QUARRY SIDE OUTSIDE
SEEDING MIXTURE SEEDING MIXTURE a SLOPE TO INTERIOR
80 WIDTH SPECIES (LB/ACRE) SPECIES RATE(lb/acre) SEE DETAIL THIS SHEET---�
GERMAN MILLET 40 RYE (GRAIN) 120
KOBE LESPEDEZA 50
TOP OF BERM SEEDING NOTES 2 I
30ft. MAX.
WATER SURFACE ELEVATION = 328 FT IN THE PIEDMONT AND MO UNTAINS, A SMALL -STEMMED SUDANA1 HEIGHT
GRSS MAY BE
ELEVATION - 327 FT OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 15 NOT TO EXTEND
SUBSTITUTED AT A RATE OF 50 LB/ACRE. BEYOND .TUNE.
----)1 1 L J 1 1 L-- SEEDING DATES
2.5 1 1 2.5 SEEDING DATES i -
APRIL 15 TO AUGUST 15 DECEMBER 1 TO APRIL 15 SECTION THRV BERM LESS THAN 30ft, IN HEIGHT
BOTTOM ELEVATION 321 I T SOIL AMENDMENTS SOIL AMENDMENTS
FOLLOW RECOMMENDATION OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
80' WIDTH MULCH APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING 1Oft. MIN.
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR BY TACKING WITH ASPHALT, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE TOP WIDTH
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY USED AS A MULCH ANCHORING TOOL. QUARRY SIDE OUTSIDE
TOP OF BERM STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. �----- ----�
MAINTENANCE III
WATER SURFACE ELEVATION = 338 FT MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH 5ft. MIN.
ELEVATION = 77�/;REFERTILIZE IF GROWTH IS NOT ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. BENCH WIDTH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 20ft. MAX.
i 1 L 1 1 ( BENCH HEIGHT
2.5 1 2.5 ,
20ft. MAX.
BOTTOM ELEVATION = 331 FT I I BENCH HEIGHT
SEEDING MIXTURE
SPECIES (LB/ACRE)
RYE(GRAIN) 120
SEEDING DATES
NOTE
AUGUST 15 TO DECEMBER 15
EACH TAILING POND SHALL HAVE A MINIMUM FREEBOARD
OF 1.0 FEET, AND SHALL HAVE DIMENSIONS AT THE SURFACE
501L AMENDMENTS
OF 300 FEET LONG BY 80 FEET WIDE.
FOLLOW RECOMMENDATION OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
THE SLOPS OF THE OUTER SIDES OF THE TAILING PONDS WILL
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
VARY DEPENDING ON THE SURROUNDING SURFACE.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR 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 REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. If IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TAILING POND SECTION
SECTION THRU BERM MORE THAN 30FL IN HEIGHT
aft.
i - r I FLOW
1 ft.
DETAIL
A small Berm shall be constructed along tap
of berm to prevent runoff along slopes.
NOTES:
NITS
1. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE
ESTABLISHMENT OF VEGETATIVE COVER.
2. ALL EXPOSED AREAS SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGTATIVE COVER WITH
SEED.
(OVERBURDEN STOCK PILE AREA)
TAILING POND TEMPORARY SEEDING SCHEDULE VISUAL BARRIER BERM DETAIL WITHOUT SLOPE DRAIN
7
E.
5
GROLIM STABW UMM
SITE AREA DESCRIPTION
S SIUZE TIME
STABILIZATION TIME
FRAME
FRAME DMEP[IONS
PERIMETER DIKES, SWALES
DITCHES AND SLOPES
7 DAYS
NONE
HIGH GUAIM WATER (HOW)
ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR
LESS IN LENGTH AND
SLOPES STEEPER THAN 3:1
7 DAYS
ARE NOT 2G1YS
AM ALLWED
7 DAYS FOR SLOPES
SLOPES &I OR FLATTER
14 DAYS
THAN FEfi
GRFAI1IN M LENM50
ALL OTHER AREAS ► ITH
SLOPES FLATTER THAN 4:1
14 DAYS
NONE f]�r FOR
PERiid AND HOW
ZONES)
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y ` II I . \ \ % J I r - ,, _ 1 _ ,-�, , / lr , ���1� 1 0 - '� y % - - - ' . L \ ` �� 1 WETLANDS
PO Box 1383 O" \\ 1 ` \ \ J / 11 / f /� / / 1 %.' `�'- ` / / / /// a /, ;r/ /f/:�1 J �i`� rr - / / _ �� ti�lYY l7y ty� •,} i 11,
Sanford NC, 27331 _j ` ' \ \ i \`1 \ 1 t { / l J 1 J I // x 3Z6 I ] /' % J /// r - ', / f fl ��.` �- l�fJ '« a � - 1. i s�+ate �� �a r�(1\�j!}l TREE LINE
Z / / 4 1 I / �+ f �' /' / .'I n �� "J f//� /1 (1' ��`��%l�r. , X 261-g i F1 / CAI +\�
Zoned: RA -- J //// I ? l / / �` r' \� s /'•'� rf f / 1l i\f / � ' � i �;� �
i - - - �, I i , 1 r I
,ram �' 1
l � / / 1If l .✓,� / / // , I, r, �`- '�//.�/� �1/j/ r)' i1 ,_wry "� rr 1� ANNUAL CHANCE OF FL001� °°, ._-�;`��,ti,,� ' ✓ ' t
J ! W I /
�; . j / / //I � ! X J76 `��i �' d "%� 1VIrf� ��-- '�f i- - Jl��jv\ ilfr/� ''�+''`- -1. `-- /� 1-1 \
' ; / I /' _ _� \ / I / / l / f l f ' j - p - � - - - f t, % . I!i � } ) l l� = �,_ Pin: 9660-41-1 l q�-00 /' `�
1 j��,,
1 ( I 1 1 '� i r' i �� i/�,r' `'� � Z�; o Carson Cooper Winstead `
\ \ 1 I \\ f \ \ 1 / r r (f / �i \ ' �_ i _ J / '�� a. %} 125 Winstead Rd.
_.\ 1 , \. �I \ \ �� ��� / %i%i -� /'� �, I SSnfo N27332
\ } 1 , I ` //I \ - �` l- ' -.� ,1l / - f -- 00 - ' Zoned: RA , ��
? 1 / :•
Pin: 9559-99 3305-00 \`1 i 1.�, J I J I 1 i \ . \ // IIII / -��. - '// i ���.�. , \_ �' �,; I , /
N/F I .� � I 11 I , 0 � \ \ " N,
Walter Frank Gaddy eY� 1 t � - 1 I ! �� ��`.� - -� � _ x y 1 1. ` / V
(and Melanie Gaddy) o I • NrE / 1 J 1 I /j `` , c � r ?, 1 : ; , I �: , , -
373 Fred Stone Rd, y', i �) I V I i 1 1. f \
\ , r I { I E �! 1!! ,`� �� - �, \ \\\\ . 1 1 i i i E I r ! f I ,,.^ . �� -- _ � / , \
i \ / / I �• `_ - i _ - - \ , �� : ,, I l ., ,- / hey . - ��
Sanford NC, 27330 - _ '/ 1 i ,/ 1 i I I (J/� _�`� __ � �� 1 1 J V 1 ',� . �/ / �� i1 V I j� i E / �. / ° \ - v �� ����
J II l ,� �_ - - y _ i \ f %� 'L -
Zoned: RA 3y0 } i ` - 1 /f l 1 �1 Yf = - - �'t ` i , , 1 / 1 \ ' a / 1 Q ,' - z37.73' �d° � ' c \ - 1
H 255.4
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I �� / _-'` /i �11t1 j,� I. 0'.Cam. �g� G �, ° =f-_,� _-��.'° \I\;:�
AD S.R. 1 147�~ Dorothy 5. Coak , \ / -- /,/ - =� "'' = Y 9 '� -��� t
FRED STONE ROAD ( ✓. - \ \4 _ - - 1 1 '? - - i/:. /� � �Y = - ������, / `� ti l•� > -� �� - a�* y, ,� �- \ l:'
_____� lLVaadhaven Rd. ,��` + � \ ap 1 ` /r i F � ��� _ y� �/ 1 ' �__ q t �a� /„"e / ./. t t s a
In ton NCB Z9295 � ' // ,` \�\ \ r / :I, -� .� �-. ` / ,f� - i 1 �a 1 w�\\�$� � w 'i�' I� ti ' i � i
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- �/ .aw \ �`ry 1 ` 1 r �� i r �i ! ,!/15 '- = = - - \ - ^ ` J ! / Pin: 9569-49-2793-00
Pin: 9559-99$251-00 r�'. o f�\\JI� 1 I I 1tI 1` `�• '� /��f� �i_ / ,aa'` i
/i//j/� � ��, 1' II J /. N/F
` r ��
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Pin: 9559-99-8251 0 �// 1 1 I I \ \ // �! �� - f Beverly S. McNeil
Dorothy S. Cook o 1 \ 4 t � I 1 \ . � % %A 1 �, / �/`/// 1; / _�_ -% i I 368 Frank Wickor Rd.
211 Woodhaven Rd N/F "� \ ' �' ], j I 1 1 \ x v� ` �,y�//� l% / : �i� /
-7
i : a� , - 1/,� 1' / - I Sanford NC, 27330
Lexin ton NC 27295 Dorothy S. Cook N N\ _� �,111 r I \ �\ `� 1 / ~ - '` : �// /� / \ ., -%
9 ii `� 1 / / f _ Zoned: RA
211 Woodhaven Rd. , rn ' ��\ ,\�.,� e _ �4 i ' L5 s e Y / '--
�� Zoned:
Lexington NC, 2729 �� \ -- .� 7 ` 465. 4' i % � / f�{� ; �� � '�/ �l lf/ / f//11 r \ �\ (, ' / - "
68' ` f�• g 72 33 1 a �i -' 'I.,�� �MM 2.4m � r r .% / � f / / f�I j ' `
![I Zoned: RA - . 1 \\ \ \ ` �..,, { -a I fire: - T T •.� a,.r.f.�A(j / e ff r -� � �- 11 /.( _ _ . ( .
IIonion-
�� t� A \\ j,� }jam / { '//r/'//i 5 r/ f r'��- -�
�, ��1� ,�t = . A '` . '�,,rf JAI 1t), r ,a �� �, i / r,; ,� / / , 1 �. --
I 1 1 j / i / / / ai / /' l' / 1 �` ,�,
'
{ ,_ r / /
�, Pin: 9569-18-5293 00 !: ' i '� ,/ /,/ ( ' / // / ` . 1 (
N/F 1 ,.1. ; . , %�`}. ��� J / l 1 f/ /%///I / / /f / ,f ff f , 1 / / 4 )
1 Edith S. Gladden 1 ' � l _ / � i, ��- - / I l� / % /' / J i
305 Gladden Lane o �,�, _ , /a /i 1 %" ;'i%� �_ �(f f I / / t/ f / r ' \ \ l -, f r f I
Sanford NC, 27330 . a�i/ j f,; - ({ I I ' / / ( �� 1 \ 1 1� r / J l f l l �
XZaned: RA ��� 1�, /Ili ice .•/� t 1 \ \ t Ei! x 33 / / /
1 �'`11'. 1 s ` �w r(. r�i i '''�� /; , �.` / 1 \ \X\ - _ \� ' ''� \ \ / C 1 f / / I
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X � ! J� J' 1 `'' `;�`i\ r\` � i ��~: �� ,f i L \ ., \ , `1 { 1- t 11 f fi / f /11///
/ J/I %///f/ / / 1 ' I '� 1 f' ; I7, 'i! � ;,lli ;',",., j ( t.' / ,- - = - = - �\ X a3s,3 ' � gym" I 1 // / t `" � LAND
// �/ I / I - , /- -� 1`. 1 " � - r. " - , QUALITY
C, �� / ,, i "il, � \ xV \ 1 i %f / MI PROGRAM
r; I 'i f. � =' 1 1 ! 1 I 1 r r MINING
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Pin: 9569-26-3675-00 1 , / ,�-�� o .� �� '; ! / J / j � - \ �� `;\\` _ ,' \ / �s iI � .0 • r ��` K I S �'� ..
Patricia T. Battler �- J'r/ / / f / , / / %` \ \ \ i -- .- -, i / / / EAL I
% I- _ _ 026 my ,-
REFERENCES: /, / �� - -- - / ' - I 4�
3690 Swanns Station Rd. ,. '- _.` - � r- / , 'P'� ti ,Ig �/4
BOUNDARY PROVIDED BY ME#`VIN GRAHAM, PLS L-3471 Sanford NC, 27332 Pin: 9569 37-9457-00 - = \ / �r / r °���c`�%-r:,U..."`Q� `,-s
REMAINDER TRACED FROM LEE COUNTY GIS. AREAS ARE SCALED Zoned: RA N/F \ .� / / o' '- Pin: 9569-57-4430-00 IIIt R. p��``�,
TOPOGRAPHY MODELED FROM LIDAR DATA FROM NCDOT. Brooks Barrett Kelly � � - N/F 11 `,fit `''}�
1 % ANNUAL FLOOD TRACED FROM FIRM#3710956BOOK, DATED OCTOBER 3, 2006, 650 Salem Church Rd. /; /,/ �� Nathaniel Marie Smith
FIRM#3710966000J & FIRM#3710965000J, DATED SEPTEMBER 6, 2006. Sanford NC, 27330 / ` .: ,- - - 47 Sharpe Rd
Zoned: RA /, Sanford NC 27332
BEARING DISTANCE
72'53'17"E 144.24'
13'00'26'E 214.40'
84'34' 10'W 219.95'
40'17'32'W 16.47'
40'31'49"E 95.46'
08'05'15"E 94.10'
62'33'58"E 20.98'
8743' 16"E 90.96,
83100'53'E 87.16'
89'05'17"E 64.69'
7718'22"E 167.46'
BTSO'52"E 21.11'
78'09'36'E 08.81,
56'32'46'E 02.04'
59'43'31 "E 94.20'
8421'38"E 79.74'
80'12'15'E 60.26'
82'34'23'E 71.71'
64'35'38'E 111.10'
8TOO'50'E 250.47'
7419'57"E 187.24'
/Z-09'47"E 4S.U6'
O6'27'42"W 192.17'
33'32'05'W 97.45'
06'36'00"E 151.14'
2T56'01 "E 41.59'
06'47'43"E 75.20'
OT50'50"E 176.05'
31' 18' 13"E 149.03'
28'23'15"E 152.86'
1 T52'50"E 146.84'
28'23'34"E 77.98'
63'05'42"E 74.90'
28'54'47"E 86.52'
24'05'05"E 51.58'
5736'57'E 102.50'
0741'44"E 110.84'
0756'36'E 49.84'
48'5B'31'E 51.67'
36'50'38"E 28.23'
70'53'08"E 49.85'
76'11'1WE 15.91'
30' 14' 15'W 44.85'
13'39'25"W 170.29'
5T42'27"W 150.33'
83'49'58"W 148.66,
89'25'52"W 258.07'
0733' 12"W 192.09'
1758'45"W 198.49'
88'42'04"W 214,01'
75'08'38'W 96.57'
43'58'02"W 203.04'
0711'22"W 145.00'
OT11'22"W 60.00,
37*48'38"W 94.25'
OT11'22"E 101.59'
22'33'45" W 63.06,
45'08'14"W 172.83'
01'I7'52"W 122.92'
31'35'24"W 193.40'
ST00'12"W 172.08'
08'54'26'W 99.52'
41'38'45"W 210.39'
20'46'12"W 30.00,
OT43'19"W 6.98'
O9'43'19"W 231.49'
3T25'24"E 230.49'
19'31'46'E 157.00'
65'30'38'E 197.29'
3T48'07"E 196.98,
70'4O'51'E 165.68'
28'40'03"W 226.33'
35'37'57"E 97.82'
64'31'12'E 71.78'
80'26'29'E 50-89'
81'44'34"E 151.75'
58'19'22'E 106,27'
3T55'34'E 181.50'
72'52'O4"E 124.05'
71'59'56"E 47.05'
71'33'54" E 166.68'
28'49'53"E 619.15'
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DI R URBED
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300 0 300 600 900 // 19ANNUAL CHANCE OF F 0
RIVER CROSSING' —
INT�RI ITT£NT STREAM + r` •
SCALE: 1 ' = 300 �` , �•
CONTOUR INTERVAL: 10'
\.
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OFF1
f �� / \
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/ ��RSUR N SLOPE \ \ ) uNDI_ S�UReeD / \ 1 % ANNUAL CHANCE OF FLOOD '
PROPERTY LINE/ 'r VERBURDEN SLOPE 2:1 fFER
PERMIT BOUNDARY —.-"p►�. IN LIMIT
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MININGAREA SECTION _" A.A"_"A '
SCALE: 1 "=100'
ROAD PIT 11 J /
\ F'LOOR '
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�j4:1 SLOPE � f ININ AREA
15' BENCH (TYPICAL)
SB#3
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BUFFER } 1AS Y
PIT FLOOR r \ F
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HOUSE/�%II / • \ — 15' CMF' �
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so
Si CK L� l it 50�NDISTURBE4�UF
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R EXlST3tVG ACCESS 3a-
EASEMENT BUFFER�,�` SB 5
GENCY
SIT
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` PRO £R Y L/NE Phi
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50' UNDISTURBED
.� BUFFER
�J1 INTERMITTENT STREAM
r
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9
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LEGEND
CLEARING AND GRUBBING LIMITS,
LIMITS OF DISTURBANCE
EXISTING CREEK
PROPERTY CORNER
PROPERTY LINE '�—
ADJOINING PROPERTIES
50' UNDISTURBED BUFFER
EXISTING BUILDING
MINING LIMIT
OVERBURDEN/SOfL. STOCKPILE AREA --
PLANT AND STOCKPILE AREA -- — — — — — —
FENCE
DIVERSION DITCH
FLOOD rirrrrrrricrrriirrrr
WETLANDS — -- -- ---
TREE LINE
STORMWATER OUTFALL
MINE DEWATERING DISCHARGE POINT
DOUBLE COCNUT FIBER MATTING
CATEGORY
TOTAL
MINE
48.38 ACRES
PLANT AND STOCK PILES
23.86 ACRES
OVERBURDEN/SOIL STOCKPILE
12.70 ACRES
TAILINGS PONDS
1.08 ACRES
HAUL ROADS
3.74 ACRES
TOTAL ACERAGE TO BE AFFECTED
89.76 ACRES
R' L
1
2 3 2016
LAND QUALITY
j MINING PROGRAM
FRANK WICKER ROAD
S.R. 1 140
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Xref files: 1- is
P:\NCGEO\LTTLRVR\FmMelvin\FM—MLVN.DWG LOU w Z o
P:\NCGEO\LTTLRVR\FmNCDOT\NEWBLK2.DWG 3
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File name: P:\NCGEO\LTTLRVR\MINEMAP
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MINING AREA SECTION "B--B"
SCALE: 1 "=100'
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LEGEND
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PROJECT: LITTLE RIVER QUARRY
LEE COUNTY
NORTH CAROLINA
PROJECT #: i SHEET NAME:
DATE: NOV 22, 2016
DRAWN BY:
CHWD BY: CRP
SHEET NUMBER:
RECLAMATION 6 OF20
PLAN
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, IS INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL
SE WITHOUT LIABILITY TO RWK, PA.
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101 W. Main St., Suite 202
Garner, NC 27529
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LITTLE RIVER, LLC
P.O. Box 1009
SANFORD, NC 27331
PHONE: [phone]
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CONTOUR INTERVAL 2'
LEGEND
EXISTING CREEK
PROPERTY LINE
ADJOINING PROERTIES
59 UNDISTURBED BUFFER
EXISTING BUILDING
MINE PERIMETER
OVERBURDENISOIL STOCKPILE AREA
PLANT AND STOCKPILE AREA
SILT FENCE
DIVERSION DITCH
FLOOD
WETLANDS
LIMIT OF DISTURBANCE
SEDIMENT TRAP
STANDARD SKIMMER BASIN
RISER BASIN
OUTLET STABILIZATION
SILT FENCE OUTLET (AS NEEDED)
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ITI PROJECT:
LITTLE RIVER QUARRY
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PROJECT #: SHEET NAME: SHEET NUMBER:
NOV 22, 2016 SEDIMENTATION
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PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL
BE WITHOUT LIABILITY TO RWK, PA.
I -77 5)A
engineering N surveying
101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fax [phone]
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APPLICANT
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
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QUARRY
THIS
PRESENTED
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TOGETHER
HEREIN,
AS
AN
WITH THE CONCEPTS
INSTRUMENT
AND
OF SERVICES,
DESIGNS
15 INTENDED
LEE
COUNTY
ONLY
PREPARED.
FOR
THE
WRIRITEN
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SHEET
NUMBER:
HAUL
ROAD
PHASE
2
engineering
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surveying
P.Q.
BOX
1009
�° s� w m sr' • a
DATE: Nov
22, 2016
SEDIMENTATION
AND3
20
101
W.
Main
St.,
suite
202
SAIV�(}RD,
NC
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DRAWN BY:
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NC
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779-4056
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8 7 6 5 4 3 1
25° L 25°° L 25° L °
....-..'... r
........ ........... ..........." ................. z
............... ..........
......._. ................ NOTES:
1. BAFFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES
6" USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. STRU INFLOW
Is• MIN TDP OF DAM
2. MOST OF THE SEDiMENI WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. TARP PRI]TECTION
RISER BARREL lstccll 2naCell 3. 3 BAFFLES SHALL BE PROVIDED (USE TWO IF LESS THAN 20 FEET IN LENGTH). DITCH AND BURY TARP
25sr of basin 25 i of basin 5 SHALL BE PROVIDED FOR BAFFLES IN DRAINAGE AREAS GREATER THAN 10 ACRES. EDGE <MIN• I2')
surfacc ama surfaw arcs MIN
I INLE ZONE UV; LE ,'.�O . 4. BAFFLE SHALL BE 700 G/M2 COiR EROSION BLANKET. �WEIOR'
LENGTH
#4 BAR LAYOUT I S ACCEPTABLE. 2s , of 25°i of 5. TOPS OF BAFFLES SHALL BE 2 INCHES LOWER THAN THE TOP OF THE BERMS �KIMMER
OTHER TRASH RACKS MAY BE USED h89�surface area � ul surfacewra b.BAFFLES SHALL $EINSPECTED ONCE AWEEK AND AFTEItEACH RAINF'ALL. DEWATERING
BAFFLES SHALL BE REPAIRED OR REPLACED AS NECESSARY. EMERGENCY SECTION THRU WEIR
HOWEVER, ALL OPENINGS SHALL BE
AT
SPILLWAY
p NOT TO SCALE APPROX. 64 SQUARE INCHES IN AREA. D
TRASH RACK DETAIL :. ::::::..
.............
BAFFLES
PLAN SEW CROSS SECTION PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER SUPPORT ROPE SUPPORT POST
UNDISTURBED GROUND AND ARMORED TO WIRE TO 24" INTRO BOTTOM STD
WITH RIP RAP �' PREVENT SAGGING OR SIDE 1' MIN FREEBOARD TOP OF BERM
\ SUPPORT BAFFLES (STD)SKIMM R
INFLOW EMERGENCY SPILLWAY
SEDIMENT TRAP - STRUCTURE ELEVATION
FENCE AND FABRIC
1 t - BURIED IN TRENCH
DEWATERING :!!
STEEL POST
DISSIPATER PAD 6"X6" TRENCH, ZONE \
1 RIP RAP BACKFILLED AND 2'
COMPACTED COIR MESH OR SRvHLAR, STAPLED OR DISSIPATER PAD
NOTES:
TRENCHED INTO BOTTOM OR SIDE INLET SHALL BE PROTECTED 3" THICK CONCRETE OCK RIP RAP
1 � ..r "'- - . � -
1. ALL SEDIMENT BASINS SHALL HAVE 2.5:1 SIDE (AS NEEDED) FROM CMP OUTLET PIPE
SLOPES. SECTION VIEW AT OPENING TARPEROS�OMATTI G WITH OIRRAP,
CROSS SECTION
2. WEIRS FOR ALL SEDIMENT BASINS SHALL HAVE OUTLET PIPE - --- _ - - EQUIVALENT.
NOTES;
3: 1 SIDE SLOPES. 1) BASIN SHALL BE CLEANED OUT WHEN CAPACSTY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
3. ALL INLETS FROM DIVERSION DITCHES SHALL 2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
EARTH DAM TO AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12 THE
BE ARMORED WITH A MIN. 10 S.Y. CLASS B - UPSTREAM 12` TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 FAIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
RIP -RAP, MIN. 18 INCHES THICK. 3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
PLAN VIEW 4) BAFFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHALL BE READILY AVAILABLE FOR MAINTENANCE.
6) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
CMP TRASH RACK $t ANTI -VORTEX DEVICE 7) SKIMMER BASINS SHALL HAVE WEIRS WITH 3:1 SIDE SLOPES.
PAINTED RED CLEANOUT MARK RISER
LOCATED 40% UP RISER PIPE
SKIMMER TOP OF DAM C
WATER LEVEL DURING STORM --,,EMERGENCY SPILLWAY ELEVATION STANDARD BAFFLES DETAIL STANDARD SKIMMER BASIN - SS B
SEDIMENT STORAGE
-) I- AREA MINIMUM SLOPES 2.5 1
EARTH DAM '► C
�aap 8
I _
�oFrass%�'+ yf
3" THICK CONCRETE BLOCKQEAL
i 8 _
ANTI -FLOTATION DEVICE - i DISSIPATER PAD RIP RAP = :
026395 tea.
-I I 1' FREEBOARD 51 Washed Layer
of 5tone 5' MIN, $`s� b
ANTI --SEEP COLLAR III_
CRASS SECTION _ TOP OF BERM #1?
CMP OUTLET PIPE - I j I I I _ TOP OF WEIR j
4' MAX
2' Deep x 2' Wid FILTER FABRIC r
Cut-off Trench 1.1
VESCREEN ACCESSIBLE THROUGH DOOR CQ
NT CQ
SEDIMENT BASIN W/ RISER, BARREL, SKIMMER AND TRASH RACK BAFFLES CROSS SECTIE1
0 CQ
Qw .� U co
C� �Z�
EMERGENCY BY --PASS fsi a R,
A OVERFILL 6' FOR 6' BELOW SETTLED TOP CL
2I` MIN. SETTLEMENT OF DAM
FLOAT 0.LT+ W
FLEXIBLE JOINT Q Q' Z Z
4' MIN, �P� (RADIATOR HOSE) w
E
OUTLET END: CONNECTION F--I
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J
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B
C
INV. IN
D
INV. OUT
E
F
G
1
282.0
280-2
279.0
278.0
284.0
282.5
36 LF
2
340.0
338.2
337.0
336.2
342.0
340.5
56 LF
3
339.0
337.2
336.0
335.5
341.0
339.5
32 LF
4
OMITTED
5
320.0
318.2
317.0
314.0
322.0
320.5
64 LF
6
334.0
332.2
331.0
329.5
334.0
334.5
56 LF
7
305.0
303.2
302.0
300.0
307.0
305.5
48 LF
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AREA
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VOLUME
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WEIR
WIDTH
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RISER
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BARREL
SIZE
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ANCHOR
SIZE
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SIZE (IN.)
ORIFICE
SIZE (IN.)
1
16,500
3
46,190
40
4.8
24
1
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6
2.5
2
15,600
3
44,494
35
48
24
1
6'x6'x9"
6
2
3
6,000
3
15,700
15
24
15
0.5
4'x4'x10"
6
1.5
4
OMITTED
5
24,200
3
87,860
50
48
24
1.5
7'x7'x10"
6
3,75
6
15,000
3
44,780
35
48
24
1
6'x6'x9"
6
2.5
7
7,500
3
19,740
20
24
15
0.5
4'x4'x10"
6
1.75
SSB#
LOCATION
LENGTH
WIDTH
DEPTH
VOLUME
WEIR
ORIFICE
SKIMMER
(FT.)
(FT.)
(FT.)
(CF)
WIDTH (FT.)
(IN.)
SIZE (IN.)
1
PLANT
AREA
44
22
3
12,372
15
1.5
4
2
OMITTED
3
OMITTED
4
ROADWAY 75
22
4 3,657
10
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SB SEDIMENT BASIN RISER, BARREL, ANCHOR AND SKIMMER SCHEDULE ST ROCK DAM SEDIMENT BASIN SCHEDULE SSB SEDIMENT SKIMMER BASIN SCHEDULE CD y
CD y
a-0 Q U
8 7 6 5 4 3 2 1
File name: P:\NCGEO\LTTLRVR\SEDETAIL.DWG
SED TRAP
STATION
LT
RT
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
(FT.)
6+00
X
42
20
3.5
2,195
4
6+50
X
42
20
3.5
2,195
4
12+50
X
35
18
3.5
1,566
4
12+50
X
35
18
3.5
1,566
4
13+90
X
24
15
3.5
788
4
21 +50
X
40
20
4
2,235
4
21 +70
X
40
20
4
2,235
4
23+10
X
35
20
3.5
1,812
4
23+25
X
35
20
3.5
1,812
4
53+80, 290 RT. (SHOP)
52
26
3.5
3,837
4
55+-00
X
40
15
3.5
1,383
4
55+25
X
40
15
3-5
1,383
4
57+00
X
35
15
4
1,233
4
63+00
X
30
'15
3-5
1 ,01 1
4
63+30
X
30
15
3.5
1 ,01 1
4
65+28
X
32
16
3.5
1,198
4

8 7 6 541 4 3 1
4' MIN. SILT FENCE
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
NOTES: u k MIN. 12-1/2 GA. 141
100' MIN. INTERMEDIATE
- = I
WIRES
i
MIN. 1{? GA. -
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO 1 TOP OF SILT FENCE _
BUT SUFFICIENT TO KEEP ENSURE CONSTRUCTION ENTRANCE IS USED. LINE WIRES MUST BE AT LEAST 1'
SEDIMENT ON SITE sl FE E F Rrc r i{
IN TALLE To Eca D ABOVE THE TOP OF I rl`
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
THE WASHED STONE _ a TT.__r; rr .
* IS NOT REMOVED BY THE VEHICLE TRAVEUNG OVER THE _
-> STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED GRADE
2'-3" STONE TO BE USES: 50' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
D EXISTING -. (SURGE STONE OR RAILROAD -:",PROPOSED STREET, STEEL FENCE POST D
ROADWAY BALLAST)': �;'.,'; :::; .;',;., WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR WIRE FENCE FRONT VIEW
;:. �::";-�: ' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL
" REQUIRE PERIODIC REMOVAL OF SEDIMENT —LADEN STONE AND HARDWARE CLOTH BURY WIRE FENCE,
REPLACEMENT WITH FRESH STONE, FILTER FABRIC,
AND HARDWARE
FRONT VIEW FILTER OF 57
# CLOTH IN TRENCH
WASHED STONE ° STEEL. FENCE POST
° D SET MA2' APART
STEEL PAST
°o 3' FILTER FABRIC MIN. 18' INTO SOLID
PLAN VIEW WOVEN WIRE FABRIC ° °
'D ON GROUND GROUND
SILT FENCE GEOTEXTILE FABRIC FLOW �°p�� ¢ 0 Q�
N OTE. ��� �pUa a oV0 0 0 0
—USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN FILL SLOPE * FOR REPAIR OF SILT
NEW CONSTRUCTION AREAS OF CONCENTRATED FLOW N FENCE FAILURES, USE
60' MIN, 40' MIN. `' No. 57 WASHED STONE. BURY WIRE FENCE
—END OF 5#LT FENCE NEEDS TO 8E TURNED UPHILL. FOR ANCHOR WHEN SILT BURY 6" OF UPPER EDGE OF
EXISTING ROADWAY GRADE FENCE IS PROTECTING AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
CATCH BASIN.
SECTION VIEW
6' MIN. COVER 12" MIN. a OVER SKIRT k
6" MIN.
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
\\—FABRIC UNDER STONE
SIDE VIEW NOTES:
CROSS SECTION 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD CONSTRUCTION ENTRANCE STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET
C C
MIN 2' MIN 2' MIN 2' MIN
COMPACTED COMPACTED FLOW
S �p.tiy�y
I m SEAS.. � T
STEEP CUT OR FILL SLOPE _ — — -- `- - STEEP CUT OR F1L SLOPE------_. p2639S ®�
RIP RAP INLET w=�
(AS REQIRED PER PLAN) ='��� GfPJEo:�'` N
2:1 SLOPE (MAX) 2:1 SLOPE (MAX) .FS"�
a�e'efa�eissee�ttl Fti
- STABILIZE DIVERSION DITCH _ STABILIZE DIVERSION DFTCH I I
WTiH TEMPORARY SEEDINGWITH TEMPORARY SEEDING
AND EROSION CONTROL CROSS SECTION AND EROSION CONTROL
CROSS SECTION NETTING NETTING I I
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. POS#TINE GRADE , . _
� UPSLOPE TOE z `_ _ I � ' . •.HAUL .ROA � °' � I
ca
SIDE SLOPES � N _ ..',.•. ...•_ ...... • .;• i � i .. ,. ,. .::• .. Q
SIDE SLOPES I U I _
2 1 (MAX.)
2 1
\ � (MAX
Gx W
N`
►"rr"
STEEP CUT OR FILL SLOPE a
STEEP CUT OR F{LL SLOPE RIP RAP OUTLET
PLAN VIEW
PLAN VIEW J
U,Q
CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS: cnz��a
PLAN VIEW ��t��
B 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONALE MATERIAL. 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONALE MATERIAL. FILL AND Wn�m �' N B
o-MEW
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS—SECTION MEETS ALL DESIGN REQUIREM€JOTS, COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE. NTS �� � o
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE 2 JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. Q��� >, N
SPECIFIED SETTLEMENT. 3 EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED BY THE CRUSHER RUN 0
12" 0z CO o
? '
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE RE —GRADING AND CLEANOUT. DESIGN PLAN. 12 04 —
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 4. COMPACT THE RIDGE TO PREVENT UNEQUAL SETTLEMENT AND TO PROVIDE STABILITY AGAINST SEEPAGE. 1 cwi,, �aa j i- 0) I
30 WORKING DAYS. 5. VEGETATIVELY STABILIZE THE DIVERSION AFTER ITS INSTALLATION. �' o0�'w� C�N I` (y)
U �
MAINTENANCE: MAINTENANCE: I = 2 a W 2
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE �,\ 2 MIN. �� EXISTING GRADE iizk ° Lm 01
THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY ANY OBSTRUCTIONS FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND MAKE TIMELY REPAIRS xz"-a
STABILIZED, REMOVE THE RIDGE AND CHANNEL TO BLEND THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES. �� =a0z,o0 N 0 �
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING. UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING. w� `~`. i�l oZawa2 � �-- 0
COMPACTED FILL CULVERT Ww-Ws c
w=u,-,�s 4 v
TEMPORARY DIVERSION DITCH CLEAN WATER DIVERSION DITCH ECE-
0"
o-ow�
NOV 236% NWJW-uj
�aoa3m
PROFILE VIEW
t = APRON THICKNESS
W = APRON WIDTH
3cja c6i I A I A La = LENGTH OF RIP RAP APRON
W d° = PIPE DIAMETER
NOTES:
1. ALL OUTLET STABILIZATION APRONS INSTALLED ON THE SITE SHALL HAVE THE OVERLAYING SOIL
PLAN VIEW REMOVED FROM EACH OUTLET STABILIZATION SITE BEFORE INSTALLING THE RIP --RAP APRON.
ANY FILL THAT MUST BE ADDED SHALL BE COMPACTED TO THE DENISTY OF THE
E SURROUNDING UNDERLYING MATERIAL. INCREASING THE THICKNESS OF THE RIP —RAP APRON
- q SHALL ONLY BE DONE AT THE DIRECTION OF THE ENGINEERS.
2. THE APRON SHALL HAVE ZERO GRADE WITH NO OVERFILL AT THE END- THE TOP OF THE
A DOWNSTREAM END SHALL BE LEVEL WITH THE RECEIVENG AREAS.
t 3. THE APRON SHALL BE INSPECTED WEEKLY AND AFTER ALL RAIN EVENTS. DAMAGED OR
'Y ERODED DOWNSTREAM SHALL BE REPAIRED AND ANY MISSING RIP —RAP SHALL BE REPLACED.
SECTION A —A
FILTER FABRIC
SHALL BE USED
ID#
do
La, FT.
W, FT-
t, IN.
RIP --RAP CLASS
OS#1
24"
20
22
24
B
OS#2
24"
20
22
24
B
OS#3
15"
16
18
24
B
OS#4
24"
20
22
24
B
OS#5
30"
18
21
18
B
OS#6
42"
24
28
24
B
OS#7
2-48
30
40
30
1
OS#8
30"
17
20
18
B
OS#9
24"
22
25
24
B
0S#10
15"
18
20
24
B
PIT
12"
8
9
18
A
(NTS
m
STA
DIAMETER
(IN,)
0-10
(CFS)
LF
LENGTH ( )
SLOPE (%)
INV. IN (FT)
INV. OUT (FT)
MATERIAL
7+00
30
31
104
1
325.5
324.5
CMP
13-+00
42
77
64
1
307,0
306.0
CMP
22+00
2 — 48
232
120
1
289.0
287.8
CMP
42+00
OMMITTED
63+50
30
33
92
1
287.5
286.5
CMP
z LL.
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z
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TN
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Ir
Q Z 0z
~ 013
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Ww0
W
�Q0
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A
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J J
o z
a Lu
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r-
0
z
J
cD
0
N
N
cn
v
N
O
Z
OUTLET STABILIZATION DETAIL STREAM CROSSING DETAIL 0 Q
<z
a o
File name: P:\NCGFO\I TTLRVR\(,-Ff)FTAII -IDWC,

C
W:
A
TI)
0
QUARRY SIDE
z
O
U
w
cn
m
w
m
a
Ln
-1
Q
U
9
R/W
7
TOP of BERM
ROAD/ADJACENT SIDE
SIDE SLOPES
3:1 TYP .
0
0
LARGE SHRUBS
LARGE
TREE
0 0
0
SMALL
0
TREE
18' WIDE 3:1 18' WIDE 3:1
SLOPE - 6' SLOPE - 6'
HEIGHT AT TOP 14' BERM TOP HEIGHT AT TOP
50' LS BUFFER
VARIES
2.5'
SHOULDE
VISUAL BARRIER BERM
No
LARGE TREES TO BE SELECTED FROM:
LIRIODENDRON TUUPIFERA, TULIP POPLAR
PINUS TAEDA, LOBLOLLY PINE
QUERCUS COCCINEA, SCARLET OAK
EACH TREE TO BE 2" CALIPER 12' HT AT
PLANTING, BALLED AND BURLAP
SMALL TREES - TO BE SLECTED FROM:
CERCIS CANADENSIS, REDBUD
CHIONANTHUS VIRGINCUS, FRINGETREE
ILEX OPACA, AMERICAN HOLLY
EACH TREE TO BE 2" CALIPER 10' HT AT
PLANTING, BALLED AND BURLAP
LARGE SHRUBS - TO BE SELECTED FROM:
ILEX VOMITORIA, YAUPON HOLLY
LEUCOTHOE POPULIFOLIA, FLORIDA LEUCOTHOE
MYRICA CERIFERA, WAX MYRTLE
EACH SHRUB TO BE 3 GALLON, 36" HT AT
PLANTING
SEED THE ENTIRE BERM AFTER TREE AND
SHRUB PLANTING WITH PAMCUM VIRGATUM,
SWITCH GRASS AT A RATE OF 8 LBS/ACRE
DO NOT MOW
140'
R/W
VARIES
50' LS BUFFER
I
WALE
30.0' 4' 2' 2:1
3:1 MIN. MAX
.II . a .._' . ,� • . : •. . . .Y, � MAX
12" CRUSHER RUN OR CABC
HAUL. ROAD SECTION
30' WIDE
DETAIL NOT TO SCALE
HAUL ROAD SECTION DETAIL
USE 3-WIRES WITH 3 STRAND BARB WIRE CLASS III
45 DEGREE TYPE GALVANIZED OR ALUMINIZED
BARB ARMS--\ F
TOP RAIL-7
3" CORNER 4 2" LINE
PULL POST--, POST -
STRETCH
BAR
0
TENSION WIRED
a
i
CONCRETE ENCASEMENT
(TYPICAL)
0
CHAIN LINK FENCE & GATE
7
12'-0"
a
C
STABILIZE ROAD SIDE DITCHES
WITH AM. GREEN P550 TRM
OR EQUAL AND APPLY SWALE
SEED MIX FROM STA. 15+00
TO STA 19+00.
AM E
A
5 � 4 3
PHASE II
CONSTRUCTION SEQUENCE AND NOTES
HAUL ROAD MAINTENANCE (CONTINUED)
1. CONTACT NCDEMLR - LAND QUALITY SECTION FOR PRE -CONSTRUCTION MEETING AT 49. BRING ROAD TO FINAL SUB -GRADE AT 95% COMPACTION FROM STATION 1+50 TO
[phone] A MINIMUM OF 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. STATION 43+40, SHAPE UP SLOPES AND CONTOUR INTO EXISTING GROUND. 11. OUTLET STABILIZATION APRONS (RIP -RAP ROCK APRONS):
INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER 0.5" RAINFALL (OR GREATER)
2. SURVEYOR IS TO STAKE LIMITS OF CONSTRUCTION AND ERGS{ON CONTROL FEATURES FOR 50. GRADE ROADSIDE DITCHES TO NATURAL GROUND. EVENTS. REPAIR ANY EROSION AND REPLACE ANY DISLODGED STONES.
PROJECT INCLUDING, HAUL ROAD, SCALE, SHOP, PLANT, MINE AND OVERBUREDEN AREAS. 51. AREAS WHERE DITCHES TRANSITION TO EXISTING GROUND WILL BE LINED WITH CLASS B
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES ONE AT HIGHWAY 87 AND ONE AT THE EAST STONE. CARE SHALL BE TAKEN TO DISPERSE FLOW AT THE OUTLETS. 12. BYPASS PUMPING
END OF FRED STONE ROAD, 52. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER OPERATION.
OF EACH SLOPE. INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY DAMAGE.
MINE AND PLANT AREA INSPECT DISCHARGE POINT FOR EROSION.
PHASE I 53. APPLY STONE TO REACH FINAL GRADE. ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
MINE AND PLANT AREA MINE AND PLANT AREA
4. BEGINNING AT FRED STONE ROAD, INSTALL SILT FENCING AND AROUND THE PERIMETER 54. BEGIN GRADING OF THE INITIAL MINE AREA, MOVE AND PLACE MATERIAL FOR VISUAL
OF THE MINE SITE TO THE LITTLE RIVER AND CONTINUE AROUND TO FRED STONE ROAD. BARRIER BERM. PLACE AND COMPACT MATERIAL FOR PLANT AND STOCK PILE AREA.
FROM THE ENTRANCE AT HIGHWAY 87 INSTALL SILT FENCING ON EACH SIDE TO THE
LITTLE RIVER. 55. USING THE MATERIAL FROM THE PIT AREA BRING THE HAUL ROAD UP TO SUB -GRADE AT
5. CLEAR AND GRUB ONLY AS NECESSARY TO SB 6 AND INSTALL 95% COMPACTION. APPLY STONE TO REACH FINAL GRADE.
6. CONSTRUCT TEMPORARY DIVERSION TO SB 6 56. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING
OF SLOPES.
7. CLEAR AND GRUB ONLY AS NECESSARY TO SB 1 AND INSTALL
8. CONSTRUCT BOTH TEMPORARY DIVERSIONS TO SB 1 57. USING THE MATERIAL FROM THE PIT AREA CONSTRUCT OVERBURDEN STOCK PILE AREAS.
PER DETAIL, USE 20' BENCH HEIGHT WITH 5' BENCH.
9. CLEAR AND GRUB ONLY AS NECESSARY TO SB 7 AND INSTALL 58. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL GRADING
10. CONSTRUCT TEMPORARY DIVERSION TO SB 7
OF EACH BENCH SLOPE.
11. CLEAR AND GRUB ONLY AS NECESSARY TO SSB1 AND INSTALL 59, BEGIN SECOND BENCH AND INSTALL 12" SLOPE DRAINS AS NECESSARY,
12. CLEAR AND GRUB ONLY AS NECESSARY TO SB 2 AND INSTALL MAINTENANCE
13. INSTALL BOTH TEMPORARY DIVERSIONS TO SB 2 ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND
14. CLEAR AND GRUB ONLY AS NECESSARY TO SB 3 AND INSTALL AFTER EACH RAINFALL EVENT EXCEEDING 0-5" OR GREATER. INSPECTED PRACTICES INCLUDE
BUT ARE NOT LIMITED TO:
15. INSTALL TEMPORARY DIVERSION TO SB 3 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND PROXIMITY:
16. CLEAR AND GRUB ONLY AS NECESSARY TO SB 5 AND INSTALL
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
17. INSTALL BOTH TEMPORARY DIVERSIONS TO SB 5 CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER
A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
18. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE AFTER INSTALLATION OF TRACKED ONTO ROADWAYS.
EACH BASIN AND DIVERSION. 2. CHECK DAMS:
19. ALONG THE HAUL ROAD, CLEAR AND GRUB ONLY AS NECESSARY TO SEDIMENT TRAPS AT
STATIONS 65+20R, 63+30R, 57+00R, 55+40R AND 55+40L AND INSTALL, CHECK DAMS AND CHANNELS SHALL BE INSPECTED WEEKLY AND AFTER 0.5" (OR GREATER)
RAINFALL EVENTS AND ANY NECESSARY REPAIRS SHALL BE MADE. SEDIMENT, STRAW, LIMBS
20. INSTALL TEMPORARY DIVERSIONS TO EACH OR OTHER DEBRIS SHALL BE REMOVED FROM THE CHANNEL.
21. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE AFTER INSTALLATION OF ADD STONES TO THE DAM AS NEEDED.
EACH BASIN AND DIVERSION.
3. SILT FENCE AND FABRIC:
22. GRADE, PREPARE AND INSTALL PIPE IN INTERMITTENT STREAM AT STATION 63+50. PLACE
AND COMPACT ENOUGH BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM INSPECT SEDIMENT 'FENCES EACH WEEK AND AFTER EACH RAINFALL. MAKE ANY NECESSARY
EVENT, UPON COMPLETION OF BACKFILL OPERATIONS, PREPARE SLOPES AND OTHER REPAIRS IMMEDIATELY.
DISTURBED AREAS AND STABILIZE.
FENCE FABRIC THAT HAS COLLAPSED, TORN DECOMPOSED OR BECOME INEFFECTIVE SHALL BE
23. CLEAR AND GRUB INITIAL MINE AREA, OVERBURDEN DISPOSAL, VISUAL BARRIER, PLANT REPLACE? IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED. ANY DAMAGE TO THE SILT
AND STOCKPILE AREA, TAILINGS PONDS, OFFICE AND SCALE AND SHOP AREAS. FENCE SHALL BE REPAIRED.
24. FOLLOW APPROPRIATE TIMING, PLANTING METHODS AND SCHEDULE UPON FINAL. GRADING 4. SILT FENCE TRAPS: u
OF EACH SLOPE.
INSPECT THE BARRIER AFTER EACH RAIN, REMOVE SEDIMENT WHEN HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
HAUL ROAD UPON STABILIZATION OF DRAINAGE AREA, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, Z M
EITHER SALVAGE OR DISPOSE OF PROPERLY. BRING DISTURBED AREA TO PROPER GRADE, THEN Q U
25. CLEAR AND GRUB ONLY AS NECESSARY TO STATION 13+00 INSTALLING SEDIMENT TRAPS SMOOTH AND COMPACT IT. STABILIZE ALL BARE AREAS AROUND THE TRAPS AND INLETS. r Z '-'
AND DIVERSIONS. CID
J p�q A
5. BASIN, PIT AND TRAP INLET AREAS:
26. PREPARE AND INSTALL PIPE IN INTERMITTENT STREAM AT STATION 7+50. PLACE AND W o c
COMPACT ENOUGH BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM EVENT. CHECK INLET AREAS FOR EXCESSIVE EROSION OR BLOWBY USE MATTING, TARP OR STONE TO z Z
UPON COMPLETION OF BACKFILL OPERATIONS, PREPARE SLOPES AND OTHER DISTURBED STABILIZE PROBLEM AREA AND RETURN TO ORIGINAL DIMENSIONS. d p
AREAS AND STABILIZE. �i =
6. SEDIMENT PITS AND TRAPS.
27. FINISH CLEARING AND GRUBBING AND LIGHTLY GRADE TO STATION 13+00.
SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE SHALL BE
28. SEi UP 1500 gpm BYPASS PUMP AND TEMPORARY PIPING- PLACE OUTLET OF RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE
TEMPORARY PIPE TO MINIMIZE EROSION AT DISCHARGE SITE BY PROVIDING TEMPORARY STRUCTURE.
ENERGY DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND PIPING. ova
THE SEDIMENT SHALL BE REMOVED WITH TRACK HOE FROM TOP OF EMBANKMENT. V)z
29, CONSTRUCT OUTLET PROTECTION AT PUMP DISCHARGE. _
DO NOT PLACE EQUIPMENT AT BOTTOM OF SLOPE AND DO NOT ENCROACH UPON WETLAND OR t20'"� '� h o) Q
of
30, CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO IMPOUND WATER FOR BUFFER AREAS. o�;31:
BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR FLOW DIVERSION PUMPS IF <�oo v 00 �
POSSIBLE. CARE SHOULD BE TAKEN NOT TO PUMP OR DISCHARGE MUD. DISPOSE OF THE MATERIAL OFF -SITE AND REPLACE ANY CONTAMINATED GRAVEL THAT WAS ` wo "'-���JJJ ` °' C%4't CD
REMOVED, THE STRUCTURE AND ANY BAFFLES SHALL BE INSPECTED FOR DAMAGE AND Zo_d Uy � a, j
31. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO ISOLATE WORK AREA. REPAIRED ACCORDINGLY. o 689 Q N rr rn
V!EZ�<
32. CHECK OPERATION OF PUMP, PIPING SYSTEM AND DISSIPATION DEVICE, 7. SEDIMENT BASINS:ad Z r.
o0za C7� C .- O)
33. PREPARE AND INSTALL PIPE IN STREAM AT STATION. PLACE AND COMPACT ENOUGH SEDIMENT BASINS SHALL HAVE A GLEAN -OUT MARK APPROXIMATELY 2.4 BELOW THE BOTTOM *- c
BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM EVENT-
OF THE RISER WEIR. SEDIMENT SHALL BE REMOVED FROM THE BASIN AS DIRECTED ABOVE. Z' OS Q)
34• WHEN CONSTRUCTION IS SUFFICIENTLY COMPLETE REMOVE IMPERVIOUS DIKE, BYPASS SEDIMENT BASINS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT 0.5" OR awwQ� °' � w
UJW z- C Q
PUMP, AND TEMPORARY PIPE. GREATER. REPAIRS SHALL BE MADE IMMEDIATELY. 0
w_�w_
35, BACKFILL, PREPARE SLOPES AND OTHER DISTURBED AREAS AND STABILIZE. INSPECT THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE. THE EMBANKMENT 0ZU-afZ)7
SHALL BE INSPECTED FOR PIPING AND SETTLEMENT. ALL NECESSARY REPAIRS SHALL BE MADE v rd�3r
36. CLEAR AND GRUB ONLY AS NECESSARY TO STATION 22+50 INSTALLING SEDIMENT TRAPS IMMEDIATELY. ALL TRASH AND OTHER DEBRIS SHALL BE REMOVED FROM THE RISER AND =IxzlxE- w
AND DIVERSIONS POOL AREA.
37. FINISH CLEARING AND GRUBBING AND LIGHTLY GRADE TO STATION 22+50. $. SKIMMER BASINS: Ld
cm
38. SET UP 1500 m BYPASS PUMP AND TEMPORARY PIPING. PLACE OUTLET OF m
9P BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL. REQUIRED REPAIRS D
TEMPORARY PIPE TO MINIMIZE EROSION AT DISCHARGE SITE SHALL BE MADE IMMEDIATELY. �� z U.
BY PROVIDING TEMPORARY ENERGY DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND
PIPING. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. ANY BAFFLES WITH COLLAPSED, TORN, N�� 3 Zu
DECOMPOSED OR ARE NO LONGER EFFECTIVE SHALL BE REPLACED IMMEDIATELY.
39. CONSTRUCT OUTLET PROTECTION AT PUMP DISCHARGE IF NEEDED.
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE BASIN IS 40% FULL. BAFFLES SHALL NOT �
40. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO IMPOUND WATER FCR BE DAMAGED, AND ANY BAFFLES DAMAGED IN THE SEDIMENT REMOVAL PROCESS SHALL BE
BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR FLOW DIVERSION PUMPS IF
REPLACED IMMEDIATELY. IN NO CASE SHALL THE SEDIMENT DEPTH EXCEED 40% OF THE
POSSIBLE. DESIGN STORAGE DEPTH. 0 Z Q
41. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO ISOLATE WORK AREA. a H
9. TEMPORARY DIVERSION DITCHES: Z
42. CHECK OPERATION OF PUMP, PIPING SYSTEM AND DISSIPATION DEVICE. TEMPORARY DIVERSION DITCHES SHALL BE INSPECTED ONCE A WEEK AND AFTER EVERY U' z O z Z O j
RAINFALL. SEDIMENT IN THE FLOW AREA SHALL BE REMOVED IMMEDIATELY AND ANY *-V
� � � L � � "'�
43. PREPARE AND INSTALL PIPE IN STREAM AT STATION. PLACE AND COMPACT ENOUGH NECESSARY REPAIRS TO THE DIVERSION RIDGE SHALL BE MADE. L1J ®� L`� Lu O
BACKFILL TO PREVENT A WASHOUT DURING A MINOR STORM EVENT. �,�, > O
OUTLETS SHALL BE INSPECTED AND REPAIRS MADE IMMEDIATELY.LIJ 44. WHEN CONSTRUCTION IS COMPLETE REMOVE IMPERVIOUS DIKE, BYPASS PUMP, AND = w J LL!.4Z
TEMPORARY PIPE. 10. SEEDING, FERTILIZING, ANTI MULCHING: 't7 ��� t = O y
- _ �. Z
45. BACKFILL, PREPARE SLOPES AND OTHER DISTURBED AREAS AND STABILIZE. SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS AND RESEEDING
SHALL BE MADE WITHIN THE SAME SEASON. ".V'4/IGIN��•• '� 9
46. MiNIMALLY CLEAR, GRUB AND LIGHTLY GRADE TO STATION 43+40 INSTALLING SEDIMENT '+.,�••°1�Pe,.•' o
TRAPS .AND DIVERSIONS, s`''�``, N
47. INSTALL CLEAN WATER DIVERSION FROM STATION 28+00 TO STATION 43+40 AND �
STABILIZE SLOPES.
O
48. FINISH CLEARING AND GRUBBING AND GRADE TO STATION 43+40 AND STOP. Z
0° m
CONSTRUCTION SEQUENCE o o Q
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File name: P:\NCGEO\LTTLRVR\SEDETAIL.DWG
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�3
7
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4
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L
80' WIDTH
TOP OF BERM
WATER SURFACE ELEVATION = 328 FT
ELEVATION = 327 FT
�1 1L J 1 1 [_
2.5 1 1 2.5
BOTTOM ELEVATION = 321 FT
80' WIDTH
TOP OF BERM
WATER SURFACE ELEVATION = 338 FT
ELEVATION = 337 FT
1 1 L_ J 1 i L_
2.5 1 1 2.5
BOTTOM ELEVATION = 331 FT
I,(00
EACH TAILING POND SHALL HAVE A MINIMUM FREEBOARD
OF 1.0 FEET, AND SHALL HAVE DIMENSIONS AT THE SURFACE
OF 300 FEET LONG BY BO FEET WIDE.
THE SLOPS OF THE OUTER SIDES OF THE TAILING PONDS WILL
VARY DEPENDING ON THE SURROUNDING SURFACE.
TAILING POND SECTION
NTS
TAILING POND
ENERGY
DISSIPATION
(RIP -RAP
OR SANDBAGS)
D EWATER I NG
DEVICE
DISCHARGE HOSE
SUCTION
HOSE
-4.FLOWe SUMP
HOLE
PROJECT
IMPERVIOUS `- TOP OF
SEDIMENT Q IMPERVIOUS BANK
DIKE CLEAN WATER
DIKE
WORK J
AREA
NOTES:
1. ANCHOR ALL PUMPS AND PIPES SECURELY.
2. WORK AREA SHALL NOT EXCEED THE AREA
THAT CAN BE COMPLETED IN ONE DAY,
SECTION OF D#KE
BYPASS PUMPING DETAIL
IN CHANNELS, ROLL OUT STRIPS OF NETTING
PARALLEL TO THE DIRECTION OF FLOW AND
AND OVER THE PROTECTIVE MULCH
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
ANCHOR NETTING IN
6" TRENCH
0.20' 10.06M]
• • •
0.13' [0.04M]
• • • 0.27' [0.08M]
0.13' [0.04M]
• s •
3.6 STAPLES PER SQ. YD,
STAPLE NSTALLATION FOR
CURLED WOOD MATTING
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH
CURLED WOOD MATTING. ALL DOUBLE -SIDED BLANKETS SHALL
BE STAPLED IN THE SAME METHOD AS CURLED WOOD MATTING.
CURLED WOOD MATTING
W +1'
12" OF NCDOT #5
OR #57 WASHED STONE
CLASS B RIP -RA
FILTER CLOTH .act
PLAN VIEW
1.5'
1.5'MIN
2' MAX AT
CENTER
4' TO 6'
CROSS-SECTION VIEW
L THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
NOTES:
1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN CN A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE CHECK DAM.
4, SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF
THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE
OR BLOCKAGE FROM DISPLACED STONES.
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN
SUCH AS INSTALLING A PROTECTIVE RIP -RAP LINER IN THAT PORTION OF THE CHANNEL,
3. REMOVE SEDIMENT ACCUMULATED BEH3ND THETHE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS A-' NSEnF_D TO mAINTAfN DE51GN HEIGHT AND CROSS SECTION.
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
CHECK DAM
ROCK APRON
OUTLET STABILIZATION
(SEE DETAIL)
UP
6" REINFORCED CONCRETE WALL OR
8" CONCRETE MASONRY UNIT
PERMANENT SOIL
REINFORCEMENT MAT (PSRM)
3' MIN. WIDTH
N
A A
LIP PSRM
6" REINFORCED CONCRETE WALL OR 3WIDE
8" CONCRETE MASONRY UNIT
CONCRETE TROUGH
N.
1' MIN.
DRAWDOWN SYSTEM
(SEE DETAIL)
5 5' MIN BASE WIDTH 6" THICK CONCRETE FOOTING
SECTION A -A
2" PVC
#4 REBAR • 16" O.0
WEEP HOLE
FILTER BAG #4 REBAR 0 12" O.C.
as
1.5' MIN. ° 6" MIN.
1' MIN.
° 3'
NO. 57 STONE
4
°
a-
#4 REBAR (TYP.)
1.5'
DRAWDOWN DETAIL
LEVEL SPREADER
EXISTING
STREAM CHANNEL
wrr
1 S �
CROSS SECTION
NOTES:
1. PREPARE THE CHANNEL AND BANKS FOR INSTALLATION.
A. REMOVE ALL DEBRIS FROM STONE DIKE LOCATION,
B. REMOVE ALL SHARP ROCKS AND ROOTS TO AVOID PUNCTURES.
C. DO NOT EXCAVATE THE EXISTIN CHANNEL OR BANKS.
2. PLACE HIGH TENSILE IMPERVIOUS FABRIC CENTERED OVER THE PROPOSED DIKE,
USE ENOUGH FABRIC OVER THE DIKE TO MAKE IT IMPERVIOUS.
3. ROLL FABRIC OVER THE STONE TO FORM THE DIKE, THE TOP LAYER IS ROLLED
FROM THE UPSTREAM TO DOWNSTRAM DIRECTION.
4. INSPECT FOR LEAKS REGULARLY AND REMOVE DEBRIS.
5. DO NOT USE IF PIPE IS GREATER THAN 48 INCHES.
IMPERVIOUS DIKE - STONE AND IMPERVIOUS FABRIC
CLASS 1,11, OR III MATERIAL
DENSELY COMPACTED
BACKFILL, TAMPED IN 6" LIFTS
4.
\
6"
MIN.
STANDARD BEDDING DETAILS RCP PIPE
CLASS I
MATERIAL
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PERMANENT SEEDING SCHEDULE FOR REMAINING SITE
PERMANENT SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1)
DATE:
TYPE: PLANTING RATE:
AUG. 15-NOV. 1
TALL FESCUE
300 LBS./ACRE
NOV. 1-MAR.1
TALL FESCUE
300 LBS./ACRE
& ABRUZZI RYE
25 LBS./ACRE
MAR.1-APR.15
TALL FESCUE
300 LBS./ACRE
APR.15-JUN.30
HULLED COMMON BERMUDA
25 LBS./ACRE
JUL.1-AUG.15
TALL FESCUE AND
120 LBS./ACRE
***BROWNTOP MILLET
35 LBS./ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS./ACRE
SLOPES (3:1 TO 2:1)
MAR.1-JUNE 1 SERICEA LESPEDEZA (SCARIFIED)
50 LBS./ACRE
(MAR.1-APR.15) ADD TALL FESCUE
120 LBS./ACRE
(MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS
10 LBS./ACRE
(MAR.1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS
25 LBS./ACRE
JUNA -SEPA ***TALL FESCUE AND
120 LBS./ACRE
***BROWNTOP MILLET
35 LBS./ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS./ACRE
SEP.1-MAR.1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
70 LBS./ACRE
AND TALL FECUE(NOV_1-MAR.1)
125
ADD ABRUZZS20 RYE
LBSJACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL.
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" 1N HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL
LIMESTONE AND 1.000 LB/ACRE 10--10-10 FERTILIZER.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING a.C2 TO 0.05 GAL/SQUARE YARD OF ASPHALT
BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE, ALTERNATE ANCHORING
METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR,
BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING SCHEDULE
Lj
ISOMETRIC VIEW
rem
BASIC DIMENSIONS
I.D.
PIPE
(IN.)
"H"
"B"
"G"
,V"
(IN.)
„A>,
(IN.)
SINGLE
PIPE
DOUBLE
PIPE
„L„
„M„
„L„
30
5"-0"
2'-6"
4'-7"
4-1 /4
1 1--1 /2
1 9'-2"
1 4'---3"
i 3'-5"
42
6'-2"
3'-1 "
6'-4"
5-1 /4
Ill-1 /2
12'-8"
5'-10"
18'-6"
48
6'-2"
3'-1"
7'-2"
5-3/4
Ill-1/2
14'-4"
1 6'-8"
21'-0"
STRUCTURAL DESIGN SPECIFICATIONS SHALL CONFORM TO LATEST ASTM C913 SPECIFICATIONS,
FOR PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES AND NCDOT STANDARD 838.01
CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM.
STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM C 890 SPECIFICATIONS FOR STRUCTURAL
DESIGN LOADING FOR WATER AND WASTEWATER STRUCTURES AND SHALL UTILIZE GRADE 60 REBARS CONFORMING TO THE
REQUIREMENTS OF ASTM A 615 OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A 185 OR BOTH.
ADDITIONAL REINFORCING AT OPENINGS_
ALL EXPOSED CORNERS TO BE CHAMFERED 1",
PIPE PENETRATION PER JOB REQUIREMENTS. PIPE TO BE GROUTED BY CONTRACTOR PER NCDOT REQUIREMENTS.
ENDWALL FOR 30"°, 42" AND 48" PIPE / NCDOT STANDARD 838.01
SEEDBED PREPARATION FOR RIPARIAN BUFFERS
1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
2, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
3, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
4, APPLY AMMENDMENTS AS LISTED.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED FOUR INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY
4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05
GAL/SQUARE YARD OF ASPHALT BINDING MATERIAL TO ASSURE THAT
THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE. ALTERNATE
ANCHORING METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9. MAINTAIN AS SPECIFIED,
PERMANENT SEED MIXTURE FOR FOR RIPARIAN BUFFERS
http://www.ernstseed.com/seed-mix/?category-id=73
ERNMX #: ERNMX-307
Seeding Rote20 lb per acre
Mix Type for Riparian Sites
Species List:
23% Redtop Panicgrass, Coastal Piain NC Ecotype (Panicum
rigidulum (P. stipitatum), Coastal Plain NC Ecotype)
20% Virginia Wildrye, PA Ecotype (Elymus virginicus, PA Ecotype)
20% River Oats, Coastal Plain NC Ecotype (Chosmanthium latifolium
(Uniola iatifolia), Coastal Plain NC Ecotype)
18% Beaked Panicgrass, SC Ecotype (Panicum anceps, SC Ecotype)
10% Indiongross, NC Ecotype (Sorghastrum nutons, NC Ecotype)
4% Winter Bentgross, NC Ecotype (Agrostis hyemalis, NC Ecotype)
3% Mistflower, FL Ecotype (Eupotorium coelestinurrl (Conoclinium
c,}, FL Ecotype)
2% Leathery Rush, Coastal Plain NC Ecotype (Juncus coriaceus,
Coastal Piain NC Ecotype)
Total: 100%
- See more at:
http://www.ernstseed.cam/seed-mix/?category-id=73#sthash_zsfpsjnM.dpuf
For areas where trees ore not desired:
mow annually to a height of 6 inches otherwise tree seedlings will take
over.
Otherwise, do not mow at all and and trees will eventually cover the
area
Provide a 2" layer of certified compost to cover the areas affected
and have it tilled to a depth of 6 inches prior to seeding. Cover the
seed with a clean grain straw.
PERMANENT SEEDING SCHEDULE IN RIPARIAN BUFFERS
SEEDING MIXTURE
SPECIES (LB/ACRE)
GERMAN MILLET 40
SEEDING NOTES
IN THE PIEDMONT AND MO UNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DAMES
APRIL 15 TO AUGUST 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATION 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 GRAIN STRAW. ANCHOR 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
REFERTILIZE IF GROWTH IS NOT ADEQUATE. RESEED, REFERTIILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE,
SEEDING MIXTURE
SPECIES (LB/ACRE)
RYE(GRAIN) 120
SEEDING DATES
AUGUST 15 TO DECEMBER 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATION OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR 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 REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
SEEDING MIXTURE
SPECIES RATE(lb/acre)
RYE (GRAIN) 120
KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
DECEMBER 1 TO APRIL 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
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
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SCHEDULE
EARTH BERM
DITCH BLOCK
ANCHOR STAKE
TEMP. SHOULDER
BERM DITCH
.. � z
TEMP. EARTH SHOULDER BERM
12" ANCHOR STAKE
r MIN EXTEND DRAIN AS REQUIRED TO
COINCIDE WITH HEIGHT OF
FINISHED EMBANKMENT
12„ TEMP. EARTH SHOULDER BERM
MIN. \ 10' MAX.
NATURAL GROUND LINE ELBOW
EARTH BERM DITCH BLOCK
TEMP. SHOULDER BERM DITCH TEMPORARY SLOPE DRAIN
5' MIN I ANCHOR STAKE
STAGE BUILDUP OF FILL ELBOW
NOTE: TOE OF FILL
ANCHOR STAKES 30" LONG
AND SET MINIMUM 12" DEEP.
CLASS "B" STONE OR SILT
BASIN TYPE B. SEE NOTES.
NOTES:
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2, AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
FOR SINGLE -DIRECTION FLOW AS DIRECTED.
3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS. SILT BASINS AND OTHERS
EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUP AT OUTLET LOCATIONS.
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200ft MEASURED ALONG TOP OF SLOPE.
TEMPORARY SLOPE DRAIN
QUARRY SIDE
4
SEE DETAIL THIS SHEET--,-
2
1�
1Oft. MIN.
TOP WIDTH
OUTSIDE
SLOPE TO INTERIOR �1W.
30ft. MAX.
HEIGHT
SECTION THRU BERM LESS THAN 30ft. IN HEIGHT
1Oft. MIN,
TOP WIDTH
QUARRY SIDE OUTSIDE
5ft. MIN. i I
BENCH WIDTH
20ft. MAX.
Lill ­ 1
BENCH HEIGHT
20ft. MAX.
I I I I I I I I I I I I BENCH HEIGHT
SECTION THRU BERM MORE THAN 30ft. IN HEIGHT
3ft.
j FLOW
1 ft.
DETAIL
A small berm shall be constructed along top
of berm to prevent runoff along slopes.
NOTES:
1. SLOPES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE
ESTABLISHMENT OF VEGETATIVE COVER.
2. ALL EXPOSED AREAS SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGTATIVE COVER WITH
SEED.
(OVERBURDEN STOCK PILE AREA)
VISUAL BARRIER BERM DETAIL WITHOUT SLOPE DRAIN
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VA Tomas IRj
ry 737 •33
l7_t$
1 1742
1 I]31
c3
1729 'a t
1732
— 1181
INSET I
115e
24 ,y
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rlda •04
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sahooE r r �
1803
1144
LEMON SPRINGS
!va- y
I I
1`
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1s3z 4 \ ? 4
1
BROADWAY � 5
Is33 1 POP. 1,038
— �i r •
1549
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BROADWAY
KEY TO COUNTY ROAD NUMBERS
LEGEND
PRIMITIVE OR UNimpROYED ROAD
GRADED AND DRAINED ROAD
SOIL,GRAYEL OR STONE $URFACRD ROAD
--� HARD $URFACEO ROAD
�••--�-•— 4 LANE UNDIVIDED HIGHWAY
INYMPI) HIGHWAY
HIGHWAY WITH FRONTAGE ROADS a�,oar
FCA FULL CONTROL ACCESS
NS NON-$YSTEM ROAD
_•„ ____ .� PROJECTED LOCATION
- •w; INTERSECTION DISTANCE
4J�• TRAFFIC CIRCLE
I 6�acl1,ldf Iv q 17 P0014WAY INTERCHANGE
J e 1
/47a } A, low � DETAILED HIGHWAY INTERCHANGE
� f � .14e � +. • � � �„, ROAD THROUGH MOUNTAIN PASS
O 1434
' .\ 1m •o ? 1501 HIGHWAY BRIDGE
1431 , 5 _, —' UNDERPASS
1P .7 OVERPASS
a33
\ �� 1A••��*s B a �! ! t '� -1qp9:jQ7 DRAW SPAN ON BRIDGE
•-�..• �k ` --sue— HIG14WAY TUNNEL
Oeap Rl,.er \ •w } n • ' f � � A_ ��-••--. FORD
35'35' " 1, I•° son. / looz _ 35°35'
CJf _ S
671 ; 14a6 \ �P Imo.( t-sKP --•:�� �.'.� $ Saol INTERSTATE HIGHWAY
14i5 �•- t v
•3 .4Z U.S. NUMBERED HIGHWAY
5,- I •fir �` I'�`'}• `° I r ,� 's I N.C.NUMBERED HIGHWAY
r m } K+yn+e 15g4 IYiCKdy ,. U.S. NUMBERED BICYCLE ROUTE
104,0 eto,rAa
5 ... ti _Cr_ r•,zt �' N.C. NUMBERED BICYCLE ROUTE
t kmTrt fiF° IaZi Anwi r - aP
LU
°9 am
A ese INTERSTATE INTERCHANGE NUMBER
S` Cumry_ I :c I 1 t b �m ��?' �• C� Q SECONDARY ROAD NUMBER
,477 r t47 `e' IdaR '•+ itE/EI.ECtiA,p[
rL214 al N 1P'w2 1 y
nT-__t___p__ CABLE
** la�g� Q _ - [+�Qed r y - -.t r _4„-,�,,,.-„.1, RAILROAD, ANY NUMBER OF TRACKS
�9 1415' . � - - � - ' - r ys aJ - r USED BY SINGLE OPERATING COMPANY
b. :.47 •f �'. 1a71 \� 145fi j' ', a ��- . '••G_ �•� r RAiLROID,ANY NUMBER OF TRACKS
/ .mi.` BUCRHORFS USED BY MORE THAN ONE OPERATION
— r COMPANY ON SAME OR'ADJACENT
�pNT RIGHTS-6 -WAY
..r.¢.p• ti 1�7 \ , 1 �,. �.' .�li - Htr RAILROAD STATION
S7�' Ciy. 1 •a l tif. I1� CO., ! ; "rg"� ' "Y ls� r �^-- GRADE CROSSING j', +••.`l,T .` is97 1 ! {p 12 '! k-..I,-_,`�"._-+— UNDERPASS
.a O •1 !.-.) ` lµ p y_ �.=�'!-3� .i I \-•� n , © Gr_ 1536 ! �I(4 �- OVERPASS
{ i `-.r•.',. N �, f'/ r q !•/' T--- RAILROAD TUNNEL
•�,! �' 1\� ', } \ J INSET AREA
.. _ - - URBAN EJ(TEN5iON
,•! 7C�z .. 1 j H W I n s 1 1, ! > { / ue.n BOUNDARY UNE
RESERVATION OR
PARR BOUNDARY
N_1
_ _ _ _ ,. _ _ _ CITY LIMIT
/ ra6sd�i7 -I^ :' i 4 tsA, c ,345 1 f ....... COUNTY LINE
STATE LINE
12
l - - /• _.- - INCORPORATED CITY OR YILIAGE,
/ r u W r {GENERALMM)
r
�+ 42`I 4 ti , ..I' fi f a ©,s3e • ^..! Y I arr<e Jl FREE OR TOU FERRY
^ a.
1537
C' 7 SYv 4 r� S, y L. �! sas S ISA7 i5d2 n CANAL
y' t ' -•w. t \ ,5aa '.0 ,y- ' J' --••.^ --• NARROW STREAM
CIIVR> `4 \ 15TI Ch.4532
� 1315 - �,'qO s\ I J 1 : � \ _ a �h � •ts44 WIDE STREAM
DAM WITtI LLOCK„ y � . - � • � _ -� �` rat, u•I •srx~ ~ - ! ,'. - •� �
rya? '
".` rsre' • ` {^! - - FOR I _ A,
SIT ,s a •`'• I 1 BR4ADwAY 15nE/'/ �..� DAM
` •\ 1397 1 \ ` •` 1.1 '� =otySaoE ' ! RESERVOIR,PON0,0R LAKE
r 312 .s C• '` t t E-� ,\ r1 . / t '1 k O COMMUNITY AND TOWN CENTER
O COUNTY SEAS
; SCHOOL
a �I` (d�y\`�l eJ til i���;� ' a5ar - 1 i9 r 4zi sa snvew`°"-' 1r6 COLLEGE OR UNIYERSETY
+ HOSPITAL
l�•1 'I J914 v 'l •1 ! iii 4 i 1 l rt �, -� / (� i CHURCH
1991 - CHURCH WITH CEMETERY
\ P I y ` / t `/ 11'i CEMETERY
1a11 ', a i �I f '' G + PATROL STATION
u N I , I / ® GHW YGARAGE CORRECTIONAL OR PENAL
YARD
� 3fi°IR HI 25' ] •� ti \ •� I r ' l��» ram''`• - /� SS'25`
n'I HIGHWAY DIV.OR DISST.OFFICE
/ / d WEIGHT STATION
1�1 f MONUMENT -SMALL HISTORICAL SITE
TIM
10p7 130, •� � �y
•� '`.•1 34' I 8 / a - \. r 1aa6 p'\ 6rY4r/ LIGHTHOUSE
`0 t>-1 /' t 1162' KEY TO CHURCHES d CEMETERIES
MOUNTAIN PEAK
I Moncura wited Me?hodlst Church a REST AREA ��
17 laa9 / 2 BloohneuCndpeJ p TRIANGU(ATION STATION
1147 ` /• 3 NOT 9ErIn ,icwtlsr rhvran
y1 4 Lea Ctsape ♦ COAST GUARD srnnaN
`11 I-7 � r-,` L""" / SP'�, J Cf o 3� 6 ry \ � �� p S Zion Christian Church R Cemetery
L7N6 Jones ChapaliWtsd Me+hadist Church MILITARY AIRFIELD
1141 / P T Ste LUIte.Ui Tt" Holy ch'iroh
J a 1ao 1 / t la•9 a / •k ~ r" 8 iihn HMlLf Hfed Church of Christ COMMERCIAL OR MUNICIPAL FIELD
w1,I1e I ie4 1IsA1 p swami d a,l 9 New Fnglond AxX, Ilan Church 6 HANGAR ON FIELD
/ IO R.+h is l61l+ed Ltathedlet Church M Cemetery LANDING STRIP
Ni9 fl Ru+h Sip(m Cemeter
, yy
�, ,a r2 there t An CnrlStlan Ctlurhh
15 =•� aHyy rd r'1, • 9 e ,:'2 1 `� G Cneostrut A.u•£. Zien Cnurch &Cemetery MARKED AURIL3Ai1Y FEECO
of iA1 rI� a It79 11Tr 1144 m 1.�a7 s44 S5ore �Pres4�yetlernan CnChurch 6 tome+ery
1 7 ^ - J/ r6 Jumper Sarings Cemetery
tO a _ i165 1 1188 j7 8fhad+.oy Ceme+er
y . „163 1 S,3 na'lr Sortngy Ch�rch
m •`..`--"i ta`{I'1<�°.. -- '-� .• /• $t,aandre'ws�Presbyytian Church
1 SBA/ _ 11l m f \ 0 .F52 'l E 22 WE"res Chc6eird',
/f m 1166 ,^� 71 23 h1t. Nebo i•w.A Church
1.1 ..6 l9' ,1177 -� 1106 1 24 Jonr9on Cemetery
25 xeyttd9
4 Presb Tarlan Church
F 1
R a 74 J / ` 2d (,re9m G ©ve A.LLE. Zlan Church
Y M1 I1T9 ry _— 27 eso.ee trgek Baptist Church
I _ ;lf7 f +:l N St.Pe+ers Hoiinras Church
-5 j67 69 29 Lemon Sllrrnpe 86ptlst Church
K° 6roynrhIL /611Sanfs•Lnmu fhh
� 32 xhte Hb0cia
ch
ti B �• 1198 J � 54 CaantgrsCh=dip•TCnt6 CCeme�tery J I
` 117 f 17.a 11 '� 7, 35 Popp Spr3r,gs A.M.E. Church
M /• 36 -upnr The Church Of God of Prophecy
31 enlo Presbyterion chureh
/ /' 38 M1@,v Hope Cnurch 6 Carrsatery
39
35' 20' , ' � , 173 's r17a 1� f• 3S' 20' 4k- 40 W. STi-il Holy Cnury*
41 Bethlehem Unites lAethedlst Church
O` ` i ied I ''' 1L f r 47 cu,,,nock a Tla t 1chhU Ch
L ;\ O f. b.. 44 St.90JA.te• ! Church
45 Nortfl',•,IeV Unitdd Cnurch Of Chr,st
O 107 Caalercrl Grove AAA pign Church
`�" y CPI
67 Baecdv97QP p�ebst an Cnurch
^l J �( 49 CraB6rUedb ChUrGh
1171 / 119 Refuae Crtvrch of God
120 6roodeoy Baptist Church s14,run
!Z1 San Led Chapel
/ O 22 Leman Sp-Jn9a r{nttea IA9+hoa18T YCYhyrch
t� 1172 /• 12a CalveryY tlnt4ad entecosfcl Churafi LEE
COUNTY
421
to 14.84
LMZ-
KEY TU COUNTY R040 NUMBERS
A I so Numbers qal, 4?3,1_&7� L8p&
NORTH CAROLINA
PREPARED SY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS — GIS UNIT
1N COOPERATION WITH THE
U.S.DEPARTMENT OF TP.ANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
SCALE
NOTE! MAP INCLUDES ONLY STATE MA€NTAINED ROADS
3
OR iMPORTAyT NON -SYSTEM ROADS, 0 3 2 4 KLFS
ROADS SHOWY AS OF MAR 31. 1999,
0 0.$ 1 MILE
SCALE FOR ENLAR15F3450M
I ^T 1h,090 FOOT GED RASH 04 NORTH CNl01JW. rL H COOIt91NATE SrVM
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a1nHo a 11-12 LEE COUNTY NoicrH CAAOHNA
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LAID QUALITY
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THIS DOCUMENT, AS AN WITH THE CONCEPTS AND DESIGNS Fn
LITTLE RIVER QUARRY
PRESENTED HEREIN,
AS AN INSTRUMENT OF SERVICES, IS INTENDED �rn�
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PROJECT #: I SHEET NAME:
DATE: JUNE 3, 2016
DRAWN BY:
CHWD BY: CRP
PROJECT:
EXISTING
CONDITIONS
BE WITHOUT LIABILITY TO RWK, PA,
)1�7AJ70 5)A
engineering — surveying
101 W. Maid St., Suite 202
Garner, NC 27529
Phone [phone]
>=ax [phone]
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
PHONE: {336} 312-3320
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PROPERTY LINE
Ar- JOINING PROPERTIES
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EXISTING BUILDING i
MINE PERIMETER
OVERBURDEN/SOIL STOCKPILE AREA — — — — — — -
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FENCE-o-
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FLOOD Illrlli�iliriitilllc
WETLANDS — — -.
TREE LINE
STORMWATER OUTFALL
CATEGORY
TOTAL
MINE
48.38 ACRES
PLANT AND STOCK PILES
23.86 ACRES
OVERBURDEN/SOIL STOCKPILE
12.70 ACRES
TAILINGS PONDS
1.08 ACRES
HAUL ROADS
3.74 ACRES
TOTAL ACERAGE TO BE AFFECTED
89.76 ACRES
FRANK WICKER ROAD
S.R. 1 140
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DRAWN BY: RAM PLANT AND 4 OF 1
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
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ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS ADCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL
BE WITHOUT I-PaLITY TO RWK, PA.
engineering N surveying
101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fax [phone]
APPLICANT
LITTLE RIVER, LLC
P.O, BOX 1009
SANFORD, NC 27331
PHONE: [phone]
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)�Ru� 5)A
engineering N surveying
101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fax [phone]
APPLICANT
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
PHONE: [phone]
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STABILIZE TIME
STABILIZATION TIME
FRAME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES
DITCHES AND SLOPES
7 DAYS
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HIGH QUALITY WATER (HQW)
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7 DAYS
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SITE DISTURBED AREA = 92.70 Acres
`~ FRANK WICKER ROAD
HAUL ROAD DISTURBED AREA -- 12.59 Acres / : S.R. 1140
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PROJECT: LITTLE RIVER QUARRY
LEE COUNTY
NORTH CAROLINA
PROJECT #: SHEET NAME: SHEET NUMBER
DATE: �il3NE 3, 2016 SEDIMENTATION
DRAWN BY: CRP BASIN g of 1
GRADING PLAN
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, 15 INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RWK, PA SHALL
BE WITHOUT LIABILITY TO RWK. PA.
9 5)A
engineering — surveying
101 W. Main St., Suite 202
Garner, NC 27529
Phone [phone]
Fox [phone]
APPLICANT
LITTLE RIVER, LLC
P.O. BOX 1009
SANFORD, NC 27331
PHONE: [phone]
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1. BAFFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES
LURE
a ie' MIN
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
STRU
TOP OF DAM
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE iST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
TARP PRi3TEcrIQN
3. 3 BAFFLES SHALL BE PROVIDED (USE TWO IF LESS THAN 20 FEET IN LENGTH).
DITCH AND BURY TARP
5 SHALL BE PROVIDED FOR BAFFLES IN DRAINAGE AREAS GREATER THAN 10 ACRES.
6' MIN EDGE (MIN. 12')
4. BAFFLE SHALL 13E 700 G/M2 COIR EROSION BLANKET.
WEIR LENGTH
5_ TOPS OF BAFFLES SHALL BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
KI IVIMER
6. BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL.
DEWATERIERING
SE-CaI.Q I THRU_ WEIR_
BAFFLES SHALL BE REPAIRED OR REPLACED AS NECESSARY.
EMERGENCY
DEVICE SPILLWAY
D
FLES
PLAN VIEW CROSS SECTION PLAN VIEW
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM STAKE
I ` MIN FREEBOARD TOP OF BERM
PREVENT SAGGING OR SIDE SUPPORT BAFFLES (STD) SKIMM
R
INFLOW EMERGENCY SPILLWAY
STRUCTURE ELEVATION
FENCE AND FABRIC
BURMD IN CII DEWATERING
B"X6" TRENCH, STEEL POST ZONE
BACKFILLED AND , 2�'
COMPACTED _ _L _ COIR MESH OR SIAIILAR, STAPLED OR DISSIPATER PAD
TRENCHED INTO BOTTOM OR SIDE 3" THICK CONCRETE OCK RIP RAP
INLET SHALL BE PROTECTED
(AS NEEDED) FROM CMP OUTLET PIPE
EROSWITH RIPRAP,
SECTION VIEW AT OPENING ARP �OMATTI G OR CROSS SECTION
EQUIVALENT_
NOTES:
1) BASIN SHALT. BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING TWAT THE BASIN IS HA€.F-FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS
OR E4UWALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BASFLE MATERIAL SHALL BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHALL BE READILY AVAILABLE FOR MAINTENANCE.
6) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
7) SKIMMER BASINS SHALL HAVE WEIRS WRH 3:1 SIDE SLOPES.
STANDARD BAFFLES DETAIL STANDARD SKIMMER BASIN - SSB
C C
EMERGENCY SPILLWAY CONSTRUCTED OVER
UNDISTURBED GROUND AND ARMORED
WITH RIP RAP
I � � SEDIMENT TRAP � �
1' FREEBOARD 12" Layer of IN 5' MIN.
#5 Washed Stone
DISSIPATER PAD _ - TOP OF BERM - - - -
1 RIP RAP TOP OF WEIR
NOTES: r
1. PROVIDE ALL CALCULATIONS FOR ORIFICE DESIGN. _ MAX
2. PROVIDE ANTI -FLOTATION BLOCK CALCULATIONS. �- > - 1n 2' Deep x 2' wid FILTER FABRIC
3. ALL SEDIMENT BASINS SHALL HAVE 2.5:1 SIDE } / Cut-off Trench
SLOPES. /J SCREEN ACCESSIBLE THROUGH DOOR 04 �
4. WEIRS FOR ALL SEDIMENT BASINS SHALL HAVE OUTLET PIPE VENT 0-4
BAFFLES CRQSS_�ECTICIN c+3
3:1 SIDE SLOPES. Z o rit
EARTH DAM � m
--�_ a x z
V I_4 cD
PLAN VIEW EMERGENCY BY-PASS
:3
OVERFILL 6' F 6' BELOW SETTLED TOP 0.
21' MIN. SETTLEMENT [IF DAM FLOAT a w W
CMP TRASH RACK & ANTI -VORTEX DEVICE Q a z
PAINTED RED CLEANOUT MARK RIS FLEXIBLE JOINT 4 Z
LOCATED 40% UP RISER PIPE \ 4' MIN. �pti (RADIATOR HOSE) E x
SKIMMER TOP OF DAM R.4 Q � OUTLET END: CONNECTION a
WATER LEVEL DURING STORM - �c TO OUTLET PIPE OR RISER BARREL PIPE LONGER THAN SHOWN.
_I EMERGENCY SPILLWAY ELEVATION _ _.. SN
SEDIMENT STORAGE
' I I AREA MINIMUM SLOPES 2-1/2 : 1�O Q�
EARTH DAM
T I �---- NATURAL GROUND w w N
3' MIN, u)'z'
_ FILTER FABRI
n-z-� B
B 3" THICK CONCRETE BLOCK € STONE SECTION aw �m ' o
I
_ANTI -FLOTATION DEVICE to w L +_ cN 4t• CD
DISSIPATER PAD RIP RAP p--,r,U, O U) Cn CO
N C14
ANTI-5EEP COLLAR -
USE ABOVE DETAIL zQ: 4 (n i j r- �, I
CROSS SECTION I I �- T FOR OUTLET _-
CMP OUTLET PIPE -III-I I x�4wi Z Z D n w w m O
d C7?
CL
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U�� 45
SEDIMENT BASIN W/ RISER AND BARREL ROCK DAM SEDIMENT SEDIMENT BASIN STANDARD SKIMMER DETAIL n'02wo=
�I 3C
iazrX�w
1
i
I
A
SED TRAP
STATION
LT
RT
LENGTH
FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR (FT.)
LEVEL**
SPRDR
6+00
X
42
20
3.5
2,195
4
SMALL
6+50
X
42
20
3.5
2,195
4
SMALL
12+50
X
X
35
18
3.5
1,566
4
SMALL
13+90
X
24
15
3.5
788
4
SMALL
21 +50
X
40
20
4
2,235
4
SMALL
22+00
X
40
20
4
2,235
4
SMALL
23+00
X
35
20
3.5
1,312
4
SMALL
55+00
X
40
15
3.5
1,383
4
SMALL
55+25
X
40
15
3.5
1,383
4
SMALL
58+75
X
35
15
4
1,233
4
SMALL
62+70
X
30
15
3.5
1,011
4
SMALL
SSB#
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
WIDTH (FT.)
ORIFICE
(IN.)
SKIMMER
SIZE (IN.)
1
44
22
3
12,372
15
1.5
4
2
30
15
3
612
2
1.5
4
3
40
20
3
1,392
5
0.5
4
4
75
22
4
3,667
10
1
4
Uj
r
LL
zo
Ill
w
Cn
Cm`�e,I6tlrlaQa!8idf'l�,'�
�Q
a
J
O 0
0SFAL
Q�Z
�I¢co) LLI
.�
00
flllilNlltltiUj
U
= 2 I=
A
IP�7l
U
LU
ci
W Z
W
W
F_
G
a
`n
Z
v
J
r
04
** INSTALL LEVEL SPREADER UPSTREAM OF RIPARIAN BUFFER UPON COMPLETION a-
AND STABILIZATION OF PROJECT (.0 U
w
** INSTALL LEVEL SPREADER UPON COMPLETION AND STABILIZATION OF PROJECT
U m m
SIBSEDIMENT BASIN W/ RISER AND BARREL SCHEDULE ST SEDIMENT TRAP SCHEDULE SSB SEDIMENT SKIMMER BASIN SCHEDULE 0
cc 0 O U
8 7 6 5 4 3 2 1
Fife name: P:\NCGEO\LTTLRVR\SEDETAIL.DWG
SB#
SURFACE
AREA I
(SQ. FT.)
DEPTH
(FT.)
VOLUME
(CF)
WEIR
WIDTH
(FT.)
RISER
(IN.)
BARREL
SIZE
(IN.)
ANCHOR
SIZE
(C.Y.)
SKIMMER
SIZE
(IN.)
ORIFICE
SIZE
(IN.)
1
16,500
3
46,190
40
48
24
1
6
2.5
2
15,600
3
44,494
35
48
24
0.5
6
2
3
6,000
3
15,700
15
24
15
0.5
6
1.5
4
OMITTED
5
24,200
3
87,860
50
60
36
1.5
6
3.75
6
15,000
3
44,780
35
48
24
1
6
2.5
7
7,500
3
19,740
20
24
15
0.5
6
1.75

s 7 6 5 4 3 2 1
4' MIN. SILT FENCE
S' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
4.
100' MIN. MIN 12-1/2 GA. z
-. INTERMEDIATE
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO AAN• 10 GkWIRES TOP OF SILT FENCE „
ENSURE CONSTRUCTION ENTRANCE IS USED. LJNE WIRES
SEDIMENT ON SITE MUST BE AT LEAST 1'
StE r E F Ric ;
IN TO ECD D ABOVE THE TOP OF
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD THE WASHED STONE `
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
„,; :+ STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED GRADE
D EXISTING `= 2—,3 STONE TO BE USEQ' ,A 50' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
,��~(BURG£ STONE OR RAILROAD-`.' STEEL FENCE POST : PROPOSED STREET, FRONT VIEW D
ROADWAY BALLAST) ' _°":; ?•«:;.:':.:; ::':'. WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR WIRE FENCE
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL
REQUIRE PERIODIC REMOVAL OF SEDIMENT —LADEN STONE AND BURY WIRE FENCE,
HARDWARE CLOTH
REPLACEMENT WITH FRESH STONE. FILTER FABRIC,
AND HARDWARE
FRONT VIEW FILTER OF #57 CLOTH IN TRENCH
WASHED STONE STEEL FENCE POST
° 3' FILTER FABRIC SET MAX 2' APART
PLAN V1EW sr POST 3'
ON GROUND GROUND INTO SOLID
WOVEN WIRE FABRIC
NOTE: SILT FENCE GEOTEXTILE FABRIC FLOW
—USE SILT FENCE ONLY WHEN DRAINAGE AREA Qs°o h °Q
DOES NOT EXCEED 1/4 ACRE AND NEVER IN oI FILL SLOPE * FOR REPAIR OF SILT
AREAS ' 40' MIN. NEW CONSTRUCTION OF CONCENTRATED FLOW " N FENCE FAILURES, USE
60 MIN. ° No. 57 WASHED STONE. BURY WIRE FENCE `BURY 6" OF UPPER EDGE OF
EXISTING ROADWAY —END OF SILT FENCE NEEDS TO BE TURNED UPHILL ,: FOR ANCHOR WHEN SILT
GRADE FENCE IS PROTECTING AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
CATCH BASIN.
6" MIN. 12" MIN. OVER MIN. * �J
N COVER
SECTION VIEW
EXTEND WIRE a MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
FABRIC UNDER STONE
SIDE VIEW NOTES:
CROSS SECTION 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD CONSTRUCTION ENTRANCE STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE OUTLET
C C
2' MIN 2' MIN 2' MIN 2' MIN
COMPACTED COMPACTED FLOW
00 log
STEEP CUT OR FILL SLOPE STEEP CUT OR FILL SLOPE --- -- --
�```�--•� � RIP RAP INLET
2:1 SLOPE (MAX) 2:1 SLOPE (MAX)
- STABILIZE DVERSION DITCH - STABILIZE DIVERSION .DITCH
MM TEMPORARY SEEDING WITH TEMPORARY SEEDING I I
CROSS SECTION AND
D EROSION CONTROL CROSS SECTION ANTD11 EROSION CONTROL I !
U
Ids
UPSLOPE TOE POSITIVE GRADE 1.0% MAX. z
UPSLOPE TOE POSITIVE GRADE _ I LLJ I
• -. _ __- - _. y
SIDE SLOPES N i :, Q ,-, e7
2 1 (MAX.)
SIDE SLOPES ! U I < - Z
2 1 (MAX.) ~ C e^r
x
STEEP CUT OR FILL SLOPE P�
STEEP CUT OR FILL SLOPE RIP RAP OUTLET
PLAN VIEW
PLAN VIEW
CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS: .5 z3Q
ry a
B 1. REMOVE AND PROPERLY DISPOSE; OF ALL TREES, BRUSH, STUMPS AND OTHER oBJECTEONALE MATERIAL. 1. REMOVE AND PROPERLY DISPOSE OF ALL TREESES, BRUSH, STUMPS AND OTHER OBJECTIONALE MATERIAL. FILL AND PLAN VIEW��,�
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS—SECTION MEETS ALL DESIGN REQUIREMENTS. COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE_ pN B
3, ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE 2. JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE RIDGE SHOULD BE DISKED BY MACHINERY. (NTS)vZr� © N
SPECIFIED SETTLEMENT. 3. EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRES] BY THE .= 12" CRUSHER RUN �' "�� IV
IV +� N CID a
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE RE —GRADING AND CLEANOUT. � i
S. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 4. COMPACTLTHE RIDGE TO PREVENT UNEQUAL SETTLEMENT AND TO PROVIDE STABILITY AGAINST SEEPAGE. I •, 12 �.
30 WORKING DAYS. 5. VEGETATIVELY STABILIZE THE DIVERSION AFTER ITS INSTALLATION.
p V m N I- CSS
I .. .. (�-
I L) I`
MAINTENANCE: MAINTENANCE: i I I i=,�aa°� Z
INSPECT TEMPORARY DVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE 2 MIN. - ! L m
THE DIVERSION RIDGE CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED, WHEN THE AREA PROTECTED IS PERMANENTLY ANY OBSTRUCTIONS FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND MAKE TIMELY REPAIRS � ( � I � �—. �zdaca�� N � � � `�
STABILIZED, REMOVE THE; RIDGE AND CHANNEL TO BLEND THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES_ I I € EXISTING GRADE boo � � � �
"� ~ C 0 a
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING. UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING. I i� �_ •�' •— L`
COMPACTED FILL E 20CULVERT A2_0o o
TEMPORARY DIVERSION DITCH o�o
CLEAN WATER DIVERSION DITCH � �csE
PROFILE VIEWaom
t = APRON THICKNESS
W - APRON WIDTH
3c6A A La = LENGTH OF RIP RAP APRON
W d, = PIPE DIAMETER
NOTES:
PLAN VIEW 1. ALL OUTLET STABILIZATION APRONS INSTALLED ON THE SITE SHALL HAVE THE OVERLAYING SOIL
REMOVED FROM EACH OUTLET STABILIZATION SITE BEFORE INSTALLING THE RIP —RAP APRON.
ANY FILL THAT MUST BE ADDED SHALL BE COMPACTED TO THE DENISTY OF THE
L SURROUNDING UNDERLYING MATERIAL. INCREASING THE THICKNESS OF THE RIP --RAP APRON
La SHALL ONLY BE DONE AT THE DIRECTION OF THE ENGINEERS.
2. THE APRON SHALL HAVE ZERO GRADE WITH NO OVERFILL AT THE END. THE TOP OF THE
A I DOWNSTREAM END SHALL BE LEVEL WITH THE RECEIVING AREAS.
t 3, THE APRON SHALL BE INSPECTED WEEKLY AND AFTER ALL RAIN EVENTS. DAMAGED OR
ERODED DOWNSTREAM SHALL BE REPAIRED AND ANY MISSING RIP —RAP SHALL BE REPLACED.
SECTION —
ED#
dA
La, FT.
W, FT.
t, IN.
RIP —RAP CLASS
OS#1
24"
20
22
24
B
OS#2
24"
20
22
24
B
OS#3
15"
16
18
24
B
OS#4
24"
20
22
24
B
OS#5
30"
18
21
18
B
OS#6
42"
24
28
24
B
OS#7
72"
37
43
36
11
OS#8
30"
17
20
18
B
OS#9
36"
22
25
24
B
OS#10
15"
18
20
24
B
(NITS)
°C T
m
STA.
DIAMETER
(IN.)
Q-10
(CFS)
LENGTH(LF)
SLOPE (%)
INV. IN (FT)
INV. OUT (FT)
MATERIAL
7+00
30
31
104
1
325.5
324.5
RCP
13+00
42
77
64
1
307.0
306.0
RCP
22+00
72
232
120
1
289.0
287.8
RCP
42+00
OMMITTED
RCP
63+50
30
33
92
1
287.5
286.5
RCP
0
T
Z�J
o_
QZ'
....
~ Q W
Z O
z z Wm i
t5WO
°Coa
t) 0
1 0 ccLu
UJ W tE
J
W Q Z
0
+q
co
r
o
�.
n = SEAL =
s �� �25395
�' c�I
FILTER FABRIC C,
SHALL BE USED
Lj
z
U m m
Z
OUTLET STABILIZATION DETAIL STREAM CROSSING DETAIL
$ 7 6 5 4 3 2 1
File mare- P-\ N(:(,.FFI\ 1 TTI RVR\ 5FT)FTAII T)WC,

8 7
6
5 4 3
2
1
QUARRY SIDE ROAD/ADJACENT SIDE
MAINTENANCE
140'
R/W R W
t
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT
EXCEEDING 0.5" OR GREATER. INSPECTED PRACTICES INCLUDE BUT ARE NOT LIMITED TO-
VARIES VARIES I
!
&DE SLOPES
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND PROXIMITY:
50' LS BUFFER 50' LS BUFFER
E 3:1 TYP'
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS.
6 MIN,
2. CHECK DAMS:
D
D
2,5'
CHECK DAMS AND CHANNELS SHALL BE INSPECTED WEEKLY AND AFTER 0.5" (OR GREATER) RAINFALL EVENTS AND
SHOULDER
ANY NECESSARY REPAIRS SHALL BE MADE. SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS SHALL BE REMOVED FROM
THE CHANNEL.
WAL
TOP OF BERM LARGE TREES TO BE SELECTED FROM:
ADD STONES TO THE DAM AS NEEDED.
5' 30 0' 4' 2' 2.1
A MIN. MAX �.
12" CRUSHER RUN OR CABC O
Li
STABILIZE ROAD SIDE DITCHES V)
WITH AM. GREEN P550 TRM
OR EQUAL AND APPLY SWALE
SEED MIX FROM STA. 15+00 m
TO STA 19+00.
Q
LO
w
HAUL ROAD SECTION
U
D_
30' WIDE
DETAIL NOT TO SCALE
o
0
o
LARGE SHRUBS
LARGE
TREE
0 0
0
SMALL
__
TREE
LIRIODENDRON TULIPIFERA, TULIP POPLAR
3. SILT FENCE AND FABRIC:
PINUS TAEDA, LOBLOLLY PINE
QUERCUS COCCINEA, SCARLET OAK
INSPECT SEDIMENT FENCES EACH WEEK AND AFTER EACH RAINFALL. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
EACH TREE TO BE 2" CALIPER 12' HT AT
FENCE FABRIC THAT HAS COLLAPSED, TORN DECOMPOSED OR BECOME INEFFECTIVE SHALL BE REPLACED
PLANTING, BALLED AND BURLAP
IMMEDIATELY.
SMALL TREES - TO BE SLECTED FROM:
SEDIMENT DEPOSITS SHALL BE REMOVED. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED.
CERCiS CANADENSIS, REDBUD
4. SILT FENCE TRAPS:
CHIONANTHUS VIRGINCUS, FRINGETREE
INSPECT THE BARRIER AFTER EACH RAIN, REMOVE SEDIMENT WHEN HALF FULL TO PROVIDE
ILEX OPACA, AMERICAN HOLLY
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
EACH TREE TO BE 2" CALIPER 10' HT AT
UPON STABILIZATION OF DRAINAGE AREA, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, EITHER SALVAGE OR
PLANTING, BALLED AND BURLAP
DISPOSE OF PROPERLY. BRING DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT FF. STABILIZE
ALL BARE AREAS AROUND THE TRAPS AND INLETS.
LARGE SHRUBS - TO BE SELECTED FROM:
5. BASIN, PIT AND TRAP INLET AREAS:
ILEX VOMITORIA, YAUPON HOLLY
LEUCOTHOE POPUUFOLIA, FLORIDA LEUCOTHOE
CHECK INLET AREAS FOR EXCESSIVE EROSION OR BLOWSY USE MATTING,
MYRICA CERIFERA, WAX MYRTLE
TARP OR STONE TO STABiUZE PROBLEM AREA AND RETURN TO ORIGINAL DIMENSIONS.
1$' WIDE 3:1
EACH SHRUB TO BE 3 GALLON, 36" HT AT
1$' WIDE 3: 1
6. SEDIMENT PITS AND TRAPS:
SLOPE - 6'
PLANTING
SLOPE - 6'
SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE SHALL BE RESTORED TO ITS ORIGINAL
HEIGHT AT TOP
14' BERM TOP HEIGHT AT TOP SEED THE ENTIRE BERM AFTER 'TREE AND
DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE STRUCTURE.
SHRUB PLANTING WITH PANICUM VIRGATUM,
SWITCH GRASS AT A RATE OF 8 LBS/ACRE
THE SEDIMENT SHALL BE REMOVED WITH TRACK HOE FROM TOP OF EMBANKMENT.
DO NOT MOW
DO NOT PLACE EQUIPMENT AT BOTTOM OF SLOPE AND DO NOT ENCROACH UPON WETLAND OR BUFFER AREAS.
DISPOSE OF THE MATERIAL OFF -SITE AND REPLACE ANY CONTAMINATED GRAVEL THAT WAS REMOVED. THE
HAUL ROAD SECTION DETAIL
VISUAL BARRIER BERM
STRUCTURE AND ANY BAFFLES SHALLBE INSPECTED FOR DAMAGE AND REPAIRED ACCORDINGLY.
7. SEDIMENT BASINS:
C
SEDIMENT BASINS SHALL HAVE A CLEAN -OUT MARK APPROXIMATELY 2.4' BELOW THE BOTTOM OF THE RISER WEIR.
C
USE 3-WIRES WITH 3 STRAND BARB WIRE CLASS III
1 2'-0"
SEDIMENT SHALL BE REMOVED FROM THE BASINAS DIRECTED ABOVE.
45 DEGREE TYPE GALVANIZED OR ALUMINIZED
BARB ARMS
SEDIMENT BASINS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT 0.5" OR GREATER. REPAIRS
TOP RAIL
SHALL BE MADE IMMEDIATELY.
1�g" O.D. PIPE FRAME
INSPECT THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE. THE EMBANKMENT SHALL BE
INSPECTED FOR PIPING AND SETTLEMENT. ALL NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. ALL TRASH
AND OTHER DEBRIS SHALL BE REMOVED FROM THE RISER AND POOL AREA,
8. SKIMMER BASINS:
3" CORNER 2" LINE
PULL POST
BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL REQUIRED REPAIRS SHALL BE MADE
POST
PRIMARY OR SECONDARY TAILING POND
IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. ANY BAFFLES WITH COLLAPSED, TORN, DECOMPOSED OR ARE
a CENTER RAIL
NO LONGER EFFECTIVE SHALL BE REPLACED IMMEDIATELY.
I
m STRETCH
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE BASIN IS 40% FULL. BAFFLES SHALL NOT BE DAMAGED,
BAR
AND ANY BAFFLES DAMAGED IN THE SEDIMENT REMOVAL PROCESS SHALL BE REPLACED IMMEDIATELY. IN NO
p
CASE SHALL THE SEDIMENT DEPTH EXCEED 40% OF THE DESIGN STORAGE DEPTH.
1
�1 1F 1
9. TEMPORARY DIVERSION DITCHES:
N
FINISHED GRADE
�-
EXCAVATE
TEMPORARY DIVERSION DITCHES SHALL BE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL. SEDIMENT IN
G
THE FLOW AREA SHALL BE REMOVED IMMEDIATELY AND ANY NECESSARY REPAIRS TO THE DIVERSION RIDGE SHALL
Q
U m
+
BE MADE.
1I fie,' ,Z r-^.
o TENSION WIRE DOUBLE
GATE
OUTLETS SHALL BE INSPECTED AND REPAIRS MADE IMMEDIATELY-
..,j
I�■-1 C
I
� - HINGES
CONCRETE,ENCASEMENT
TAILING POND SECTION
10. SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY
REPAIRS AND RE -SEEDING SHALL BE MADE WfIHkN THE SAME 5EP50N.
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11. OUTLET STABILIZATION APRONS (RIP -RAP ROCK APRONS):
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INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER 0.5" RAINFALL (OR GREATER) EVENTS. REPAIR ANY
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EROSION AND REPLACE ANY DISLOGED STONES.
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TAILING POND SECTION DETAIL��a
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CONSTRUCTION SEQUENCE
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CONSTRUCTION SEQUENCE AND NOTES
MINE AND PLANT AREA
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USING THE FRED STONE ROAD ENTRANCE AND PER THE APPROVED EROSION CONTROL
HAUL ROAD
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REGULAR SELF -INSPECTION & DOCUMENTATION ARE REQUIRED THROUGHOUT ALL
PLANS, CLEAR ONLY ENOUGH TO INSTALL MEASURES FOR THE MINE, PLANT AREA AND
USING THE HIGHWAY 87 ENTRANCE AND PER THE PERMITTED EROSION CONTROL
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PHASES OF THE PROJECT PER 15A NCAC 04B.0131.
OTHER IMPROVEMENTS SOUTH AND WEST OF THE LITTLE RIVER. INSTALL THE
PLANS, CLEAR ONLY AS NECESSARY TO INSTALL MEASURES. INSTALL MEASURES TO
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SURVEYOR IS TO STAKE LIMITS OF DISTURBANCE, EROSION CONTROL FEATURES,
MEASURES PER PLAN.
STATION 7+50 OF THE HAUL ROAD. CLEAR AND GRUB THE AREA AND PROPERLY
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SCALE, ROADS AND PARKING AREAS.
DISPOSE OF MATERIAL. PREPARE AREA FOR PIPE INSTALLATION INCLUDING BYPASS
REINFORCED SILT FENCE OUTLETS MUST BE USED AT LOW POINTS ALONG ALL SILT
PUMP, WHICH SHALL BE SIZED IN COORDINATION WITH THE ENGINEER. INSTALL PIPE
HOLD ONSITE PRE ---CONSTRUCTION MEETING
FENCE INSTALLATIONS.
BACK FILL, COMPACT AND STABILIZE SLOPES
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GRADE AND INSTALL CONSTRUCTION ENTRANCES, ONE ON HIGHWAY $7 AT THE HAUL
WITH MINIMAL CLEARING CONTINUE INSTALLING MEASURES FROM THE PLANT SITE TO
CONTINUE WORK AND CLEAR ONLY AS NECESSARY TO INSTALL MEASURES. INSTALL
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ROAD AND ONE ON FRED STONE ROAD.
STATION 63+50 OF THE HAUL ROAD. CLEAR AND GRUB THE AREA AND PROPERLY
MEASURES TO STATION 13+50 OF THE HAUL ROAD. CLEAR AND GRUB THE AREA AND
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DISPOSE OF MATERIAL. PREPARE AREA FOR PIPE INSTALLATION INCLUDING BYPASS
PROPERLY DISPOSE OF MATERIAL. PREPARE AREA FOR PIPE INSTALLATION INCLUDING
FRED STONE ROAD ACCESS IS TEMPORARY AND FOR SITE CONSTRUCTION. MINING
PUMP, WHICH SHALL BE SIZED IN COORDINATION WITH THE ENGINEER. INSTALL PIPE,
BYPASS PUMP, WHICH SHALL BE SIZED IN COORDINATION WITH THE ENGINEER.
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OPERATIONS AND SALES ACTIVITIES WILL BE CONDUCTED VIA THE HAUL ROAD WITH
REMOVE BYPASS MEASURES, BACK FILL, COMPACT AND STABILIZE SLOPES.
INSTALL PIPE, REMOVED BYPASS MEASURES, BACK FILL, COMPACT AND STABILIZE
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DIRECT ACCESS TO HIGHWAY 87.
CONTINUE WORK ALONG THE HAUL ROAD, INSTALLING MEASURES PER PLAN TO
SLOPES
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STATION 55+00 OF THE HAUL ROAD. DIRECT PROJECT RUNOFF TO BASINS. CLEAR
CONTINUE WORK AND CLEAR ONLY AS NECESSARY TO INSTALL MEASURES. INSTALL
AND GRUB THE AREA AND PROPERLY DISPOSE OF MATERIAL. STOP WORK AT STATION
MEASURES TO STATION 22+50 OF THE HAUL ROAD. CLEAR AND GRUB THE AREA AND
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55+00.
PROPERLY DISPOSE OF MATERIAL. PREPARE AREA FOR PIPE INSTALLATION INCLUDING
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BYPASS PUMP, WHICH SHALL BE SIZED IN COORDINATION WITH THE ENGINEER.
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CROSS LITTLE RIVER FROM HAUL ROAD STATION 44+50 TO STATION 55+00 AS
INSTALL PIPE, REMOVE BYPASS MEASURES, BACK FILL, COMPACT AND STABILIZE
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DIRECTED BY ENGINEER.
SLOPES
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ONCE ALL MEASURES ARE INSTALLED, CLEAR AND GRUB THE MINE AND PLANT AREA
CONTINUE WORK INSTALLING MEASURES WITH MINIMAL CLEARING AND PER PLAN TO
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AND PROPERLY DISPOSE OF MATERIAL, STRIP TOPSOIL, AND FINISH GRADING AND
STATION 42+50 OF THE HAUL ROAD AND STOP. DIRECT PROJECT RUNOFF TO
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COMPACTING AS NECESSARY. CONSTRUCT PERIMETER BERMS, FENCES AND FEATURES.
SKIMMER BASIN AT STATION 42+00. INSTALL CLEAN WATER DIVERSION ON NORTH SIDE
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OF PROJECT, GRADE AND STABILIZE TO INSURE DEFUSE FLOW AT OUTLET.
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ALL SLOPES - MAXIMUM 2:1 UNLESS OTHERWISE STATED. STABILIZE ALL REMAINING
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AREAS.
PER PLAN TO STATION 42+50 OF THE HAUL ROAD AND STOP. DIRECT PROJECT
CROSS LITTLE RIVER FROM HAUL ROAD STATION 44+50 TO STATION 55+00 AS
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DIRECTED BY ENGINEER.
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RUNOFF TO SKIMMER BASIN AT STATION 42+00. INSTALL CLEAN WATER DIVERSION ON
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NORTH SIDE OF PROJECT, GRADE AND STABILIZE TO INSURE DEFUSE FLOW AT
ONCE ALL MEASURES ARE INSTALLED, FINISH GRADING, COMPACTING AND STABILIZING
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OUTLET.
HAUL ROAD FROM HIGHWAY 87 TO STATION 41 +00
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CROSS LITTLE RIVER FROM HAUL ROAD STATION 44+50 TO STATION 55+00 AS
HOLD HAUL ROAD CONSTRUCTION AT THIS POINT UNTIL RIVER CROSSING IS COMPLETE.
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DIRECTED BY ENGINEER.
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ONCE ALL MEASURES ARE INSTALLED, FINISH GRADING, COMPACTING AND STABILIZING
HAUL ROAD FROM HIGHWAY 87 TO STATION 41 +00
HOLD HAUL ROAD CONSTRUCTION AT THIS POINT UNTIL RIVER CROSSING IS
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COMPLETE.
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PROJECT:
LITTLE RIVER QUARRY
7W DMUM NT. TOGMIER-WITH THE CIS AND t161dS
PRSEPM HMK AS AR NSFRU1109 OF SERW= IS WOOED
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O&Y FOR RW S AM «�,T FOR 1 R„ S
PREPARED. REUSE OF AM WROM a+ THIS DOCUMM
APPLICANT
LEE COUNTY
WITHOUT WRIRar AUD40111MION AND NM1FrATIM BY RWx. PA SHALL
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BE WRHOUT LWARM W RAM. Rk
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NORTH CAROLIKIA
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LITTLE RIVER ,
m PROJECT #: SHEETNAME: SHEET NUMBER: pe L LC
P.O. BOX 1009 .P �
COMPREHENSIVE engineering ^ surveying SANFORD, NC 27331 N
DATE: NOV. 22, 2016 N
101 W. Main St., Suite 202 PHONE: [phone]
DRAVVN BY: RAM Gamer, NG 27529 OD m
CHICOW. CRP MINE MAP 20Or L�O Phone [phone]
Fax [phone]
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