20130917_Mine_Maps_33-44

Co 74
I
RECEim-m
Cu
SEP 1 Z013
�-WQIJALITY SECTION
f:
CATEGORY
AFFECTED ACREAGE
TAILINGS/SEDIMENT PONDS
0.15
STOCKPILES
0.30
WASTEPILES
0-20,,
PROCE5SINGAREA/HAUL ROAD
1.54
MI N E 5XCAVATI 0 N
3.57
OTHER (EXPLAIN}
15.66 (p:revious mine & buffer)
TOTAL DISTURBED ACREAGE
21.43
el z.
1 619
IC
'I'VDA
�z
ID
CASE 4
ACrESS
P,
r
PERMIT BOUNDARY
LESS THAN SECTION THRU BERM ..30' JN HEIGHT
(40.00 AC INCLUDING 1.54 ACHOT.
TO SCALE
ow
HAUL ROAD)t
L
rj:
V,
k.
oolo
GRAPHIC SCALE
, EK
S
MCP01Y
LIqE
0 5o, I co* 200'
40V
A Yll
(RIV
U�J-
-C r
rO T
LR -f
AJ flJ
CC
f P,
At
BUTR
EE
10
rE 16.
IN FEET
K
1 inch loo ft..
V: END
0 -,EXISTING IRON PIPE
10,
CHARLES W. DICKENS, JR.
0 �,COMPUTED POINT
DEED BOOK 1242 PAGE 869
tEXISTING
PLAT CAB. 4 SLIDE 41 -A
TELEPHONE. PEDESTAL
j
EXISTING FIRE HYDRANT
7_
"10
EXISTING POWER POLE
Y,WRE-�',
u !UISTING,ki
ii PROPOSED SILT FENCE

I,
f PLT
'CONSTRUCTION COMPANY, INC.-MINE
a
5676 THOMPSON CHAPEL CHURCH ROAD TELE; 252 243-4462
W�LSON, N.C. 27896 FAX; [phone]
Contractors License No. 29958 InfoOpItconstruction.com
'.E
DATE: OCTo 2 11
PROJECT:
E C�MPA �v CREEK—
CMPA SS
CRE �. K PITFIELD
SCALE HORZ ,
„r _,
1 ��r�o
CLIENT CODE:
CADFiLE: 11001SP,}
BOOK:
;: 3 .:
C1TY OF, ROCKY MOUNT:EDGECOMBE COUNTY
s
ROCKY MOUNT,
NORTH CAROLINA
/rMASCALE V�RT )�
N .A
_
F
DRAWN BY: CM
SURVEY BY:
NORTH �. ...::;.
E
REVISIONS:
QNCDENR
NCD -,
ENR,CCMMENTS 12-1-11
COMMENTS 8-16-12
� .. :_ � •, .,.. �
`PAN 386� 41 4572;`
• -
s SHEET'`> SP3 .

�j
s
�0
CID
PLT
CONSTRUCT[®N COMPANY, iNC.
5676 THOMPSON CHAPEL CHURCH ROAD TELE [phone]
VALSON, N.C. 27896 FAX: [phone]
Contractors License No. 19958 infoOpltconstruction.com
A.
. i
CHARLES W. DICKENS, -JR.
DEED BOOK 1242 PAGE 869
PLAT CAB. 4 SLIDE 41—A
RECLAMATION
PLAN
(PHASE 1)
- ROCK

EROSION CONTROL LEGEND
I
1. USE TEMpo RARY BERMS AND SLOPES DRAINS (SEE NCDOT STD. r NUJ f C I i f u, �� ' LOCATICN EX
ELEV EXISTING CONTOUR DRAWING 1622.00 TO CONTROL RUNOFF ACROSS THE FILL SECTION AND 12" RCP OVER THE PERMI'TER SLOPES.
ELEv. PROPOSED CONTOUR . ��� E. M. C.
VAN OVE THE THE FILL AD ES AB ADC
ES SLOPE DRAI�(�
TO BE INSTALLED A5 E
LIMITS OF DISTURBANCE EXISTING EXCAVATED AREAS. �
�� DEED soars sos PACE 225
SILT FENCE 3. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FEET. ` l
i 11'
:ess• ROCK . CHECK DAM JOEL M. 80S MA
CONSTRUCTION RIGHT—OF—WAY NOT 5URVErE'D. PLO"M DEED BOOK 1Z71 PAGE. 001 ErPl
ENTRANCE/EXIT FORrtLusTRArlvs PURP�Es. ' PLAT cAs, s SLIDE sa CITY OF ROCKY MOUNT
� ,
TEMPORARY SKIMMER BASIN � �a' ACCESS EASEMENT � l j � vten sooK �- PAGE
W/ BAFFLE
TEMPORARY DIVERSION Frs
'
f -
W/ TEMP. LINER 4
' F
i
SILT
.. FENCE OUTLET
PRELIMINARY WETLANDS ALr_ SLOPES TO
DO NOT MTURIBBE GRADED TO /�f
2: 1 OR FLATTER `%J 1 r v .� �� T
A
1 �
i
1
l
6
I 1
PERMIT BOUNDARY
(40.00 AC INCLUDING 1.54 AC !"
HAUL ROAD) - �� G 1
r2 SLOPE 1
�� � n rE oRA
\ DRAIN (TYP) � \l , , 1\ RSr Dr f�l —� �t 411 4� es� ,— SLOPES TO �
o;
w t
U_ 40
C) N
CN d
O cd
4
U

CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL BEFORE BEGINNING WORK.
2. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING
(INCLUDING DEMOLITION) ACTIVITIES.
3. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TO PLANS AND AS NEEDED.
4. CONSTRUCT TEMPORARY SEDIMENT TRAP WITH BAFFLES, SWALES AND CHECK DAMS.
5. PROVIDE STABILIZATION FOR SWALES AND SKIMMER BASINS IMMEDIATELY UPON COMPLETION OF
THEIR INSTALLATION.
6. BEGIN GRADING AND CONSTRUCTION OF ROADS. MAINTAIN DEVICES AS NEEDED.
,. 7. AFTER GRADING IS COMPLETED, TOPSOIL STOCKPILE AND WASTE AREAS TO BE REMOVED AND
AREA STABILIZED.
8. WHEN ROAD CONSTRUCTION AND SITE GRADING IS COMPLETE AND ALL DISTURBED AREAS ARE
STABILIZED COMPLETELY, INCLUDING WASTE PILES, REMOVE TEMPORARY MEASURES INCLUDING
SEDIMENTS INSIDE SKIMMER BASIN AND RESTORE TO DESIGN DIMENSIONS THEN STABILIZE.
9. VEGETATION TO BE ESTABLISHED ON SLOPES GREATER THAN 3:1 WITHIN 7 DAYS, AND 14 DAYS
ON OTHER AREAS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING. ANY DISTURBED
AREAS INCLUDING SPOIL, TOPSOIL, WASTE PILES TO BE STABILIZED. SEEDING TO BE DONE AT
RATES AS INDICATED ON PLAN
10. ALL EROSION & SEDIMENT CONTROL MEASURE MUST BE MAINTAINED UNTIL PERMANENT
VEGETATION IS ESTABLISHED.
11. AFTER ALL SEDIMENT -SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY ESTABLISHED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND STABILIZE USING EROSION CONTROL MATTING, NORTH
AMERICAN GREEN SINGLE NET EROSION CONTROL BLANKET D575 OR EQUIVALENT.
MAINTENANCE:
1. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK
AND AFTER EVERY RUN-OFF PRODUCING RAINFALL.
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR REPLACED AS NECESSARY. �I
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF i
AVAILABLE. RIP ENTIRE AREA 6" DEEP. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER -..
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. APPLY AGRICULTURAL LIME -
AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. CONTINUE TILLAGE UNTIL A WELL PULVERIZED,
REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP. SPREAD SEED ON FRESHLY PREPARED
SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING. MULCH
IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
HYDROSEEDING:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE
WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD
NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR
HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH
SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB/ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A
HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF )j TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED
ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED.
BEYOND 2 HOURS, FULL RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE
BLOWN ONTO STEEP SLOPES IN DRY FORM.
CRIMPING STRAW MULCH:
CRIMPING CAN BE APPLIED TO AREAS ADJACENT TO ANY SECTION OF THE ROADWAY WHERE TRAFFIC
IS TO BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN SIX FEET OF THE EDGE
OF PAVEMENT, STRAW IS TO BE APPLIED AND THEN CRIMPED. AFTER THE CRIMPING OPERATION IS
COMPLETE, AN ADDITIONAL APPLICATION OF STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH
A SUFFICIENT AMOUNT OF UNDILUTED EMULSIFIED ASPHALT. -
STRAW MULCH SHALL BE OF SUFFICIENT LENGHT AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION.. - 1
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8". j
SEEDING SCHEDULE:
PERMANENT SEEDING
SEEDING MIXTURE SPECIES RATE(LBQ/ACRE) 2
TALL FESCUE 75
COMMON BERMUDA (HULLED) 25 (MARCH) TO AUG 31)
COMMON BERMUDA (UNHULLED) 35 (SEPT 1 TO FEB 28)
SEEDING DATES BEST POSSIBLE
8/ 25-10/1 2/1-4/15
SOIL AMENDMENTS
LIMESTONE 4000 LBS/ACRE
FERTILIZER(10-20-20) 500 LB/ACRE
STRAW MULCH 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 400 GALLON/ACRE
ON CUT/FILL SLOPES 2:1 OR STEEPER, ADD 50# OF SERICEA LESPEDEZA FROM JAN 1-DEC 31
TEMPORARY SEEDING j
SEEDING MIXTURE WINTER/EARLY SPRING SUMMER i
SPECIES RATE(LB/ACRE) RATE(LB/ACRE) RATE( B/ACRE)
GERMAN MILLET _ - 50
RYE (GRAIN) 50 50 -
SEEDING DATES 12/1-4/15 4/15-8/15 8/15-12/30
SOIL AMENDMENTS
LIMESTONE 2000 LB/ACRE 2000 LB/ACRE 2000 LB/ACRE
FERTILIZER(10-20-20) 400 LB/ACRE 400 LB/ACRE 400 LB/ACRE
STRAW MULCH 4000 LB/ACRE 4000 LB/ACRE 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 300 GALLON/ACRE 300 GALLON/ACRE 300 GALLON/ACRE
HYDROSEEDING
MATERIAL QUANTITY
SEED 200 LB/ACRE
FERTILIZER 500 LB/ACRE
STRAW MULCH 1200 LB/ACRE
TACKIFIER 100 LB/ACRE now
cA� ice. n
------I'1.1•i
MN:, r1
•Nrl 11 IIIIFLOW
,�� IVrrr III IL.
.1. •I. rlSy Ii4r�1
�•V •OVERI AP NETTING
%\ • I IIII I III
`: � •• :�C�iii III �0
��• �•�III II �� w•
GENERAL NOTES:
1. APPLY SEED, STRAW AND TACK WTH RS OR CRS LIQUID EMULSIFIED ASPHALT
AT- A RATE EOUAL TO 10 GAL. PER 1000 S.F. COVER WIFISERGLASS NETTING.
2 STAPLE EVERY 24'. OVERLAPS., e
FIBERGLASS NE17ING
NOT • SCALE
PLT
APPLICABLE AT ALL POINTS OF INGRESS & ENGREE UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
NOTES:
A. N.C.D.O.T. 111 5 OR # 57 WASHED STONE SHALL BE USED.
PAD TO BE 1001 x 20'W x 5"D
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
IS TO BE PROVIDED.
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILIZATION BY ALL CONSTRUCTION TRUCKS.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR DIRECT FLOW OF TRAFFIC ONTO STREETS. PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED
IMMEDIATELY.
CONSTRUCTION ENTRANCE
NO SCALE
CLASS I ,. .
EROSION CONTROL
STONE
...�...j'Il
•.
24' MAX.
I•1••••••I:•I•i•••���AT
CENTER
FABRIC
SECTION A -A
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS
AROUNDFILTER
TO KEEP WATER MOM CUTTING I
ROCK CHE0eK DAM
NO SCALE
L - THE DISTANCE SUCH THAT
POINTS A AND B ARE OF EQUAL
ELEVATION
A g
L
!,ba
SPACE CHECK DAM INA CHANNEL SO THAT
THE CREST DOWNSTREAM DAM IS AT
ELEVATION OFF THE TOE OF UPSTREAM DAM
CHECK DAM SPACING
NO SCALE
Temporary earthen diversion dike
TEMPORARY DIVERSION
NO SCALE
CONSTRUCTION COMPANY, INC.
5676 THOMPSON CHAPEL (,HURCH ROAD TELE: [phone]
WILSON, N.C. 27896 FAX: [phone]
Contractors License No. 2u958 infoOpltconstruction.com
di
STAKE TO
SUPPORT POST, SUPPORT
a INTO BOTTOM
OR SIDE
`COIR MESH OR SIMILAR. STAPLED OR TRENCHED INTO BOTTOM OR SIDE
NOTE: THERE IS NO HEIR BECAUSE THE WATER FLOWS THROUGH THE BAFFLE MATERIAL
CROSS—SECTION OF POROUS �A
BAFFLE IN SEDIMENT BASIN
BAFFLE INSTAI_—LATION
y10 SCALI-
MIRAFI 100X OR TREVWRA S1115
FILTER CLOTV. SECURE TO POST.
.9.-------------
FX TER FA 8RII
VA
EXTENSION Of- FABRIC
y�I•.�OII,�ItIs III, '/. r
�IMOI�••rie&e.I TRENCH
WR V,02-,.;�#-
.�IIO.
N.0 '
1 I_T7L
`r a
COMPACTED FILL
SILT FENCE DETAIL
NO SCALE
Ir1
OVUETS ONLY WHEN
I-. ar I I 114
STER FENCE•I
1 ACRE I rW AREA, USE
FILTER OF I INCH DIAMETER
I AS A REPAIR OF I FENCE FAILURES.
•._
•HARDWARE CLOTHSILt
w I i
•'.
I e DIAMETER II�
.` II57
WASHED STONEI
•ES
"FLOW
W: DIREC77ON
\•_'_-'
4e1_.14_tiw
tiiy S�I.." Imo,. +. -i1 •�
__- 1-
— ---
._..i.
--- ---- -------'` II 111111
I
-=u-
e I r WRE
STEEL FENCE POST
IN WRE FEW
w
PLAN VIEW
SIDE VIEW
ISET
HARDWAREST
,
FENCE
r...rl
uu.uSILT
■il��i*FE::.
.:
:.:: :o .::
r•ilr•a�r•ii�r
:??•:C::::::::
r:• :..
______•_:::ao
.:
.:>.::y
]{:::{:':::::::::$.:$;:y:�•:::•:::•:':::::.�'M1'4•:e•:..�:�:::•:.iii::iii:'.:;i
Y.MY.AIMF:...._______
u.
, LI �,
u NOTE: u
BURY WIRE FENCE, HARDWARE CLOTH,
FRONT VIEW AND SILT FENC'F FABRIC 6 INCHES INTO
THE TRENCH
1
STANDARD SILT
FENCE OUTLET
NO SCAT L
DETAILS I COMPASS CREAK PR
- ROCK) MOUNT, NORTH CAROLINA -
METAL POST
WIRE
Plan View
r
Y
h�
Inflow a *u` -
structure r ,T ' s� c
'A� �T'
I
1 V LU
v i
rI
v
3
� r
! g..
Emergency
�yy
�>"�` •`° ��� �'"«'gw' �.,Raf, spillway
a iO3Nd'x�"
Average __ Area
Width W L
* Area of basin water surface at Baffles
top of principal spillway elevation
Inflow Baffles 1' Freeboard Embankment
Structure � I
Dewatering 11 \\\y eA,,
zone �I �`I , , 6 : in invert elevation of
'eme en- spillway
Filter fabric E1 epgency
spit way
5ediment Cross -Section
storage zone
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
_TEMPORARY SKIMMER BASIN
NO SCALE
Arm Assembly
` 41— "C Enclosure
II 1 t
Water Entry
PERSPECTIVE VIEW .✓Y Unit
PVC End PVC Vent
Co PVC Elbow PiSchedule 40
P Pe �\� / PVC Pipe
Cop
\
Schedule 40
PVC Tee
PVC Pipe
-
PVC Pipe
Y Holes in
Underside
Flexible
Hose
I
END VIEW
FRONT VIEW
PVC Tee Orifice
Plate
Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual,
March, 2000.
SKIMMER DETAIL
NO SCALE
1\,\0, i v rl ern .♦ cTnur
EMER GENG Y SPILL WA Y — BASIN B
NO SCALE
DATE: OCT 2011
PROJECT: COMPASS CREEK
SCALE(HORZ):
N/A
CLIENT CODE:
CADFILE: 11001SP1
FIELD BOOK:
SCALE(VERT):
N/A
DRAWN BY: CM
SURVEY BY:
REVISIONS: 1QNCDENRICOMMENTS
12-1-11
QNCDENR
COMMENTS 8-16-12
NOTES:() - 1 5 time$ the ma Irmmum atone
�lame(er but not lesa xThan 8 Inches.
2 - 1• above ma Imyy ttatlwal or
of channel bank `wTirchever pe lace).
TOML (3)La - Length of Oprap apron.
(4)do - pipe diameter
(5)STONE DIA. - (frorn chart)
NO SCALE
CITY OF ROCKY MOUNT
NORTH CAROLINA
PIN #
EDGECOMBE COUNTY
ZONE: }�
SHEET DT1