20536_Stalite_2021_Mine_Permit Modification full set 5-25-21

1
f
1
EVERETTE P MALL JR
\ ET A /
\ \ \ DREW WILL AMMILL
775 \ ,,,MELISSA TERRY HAMMILL
� � 1
/ SANDRA L. CAXER
PATRICIA R. ELTON
ERNEST L. ELTON
J I / GOLD HILL BAPTIST
�/ I / / CHURCH /I
JOSEPH\M
GENIE S
� v
-7-7�,_
\ ERNEST L. YELTON 2
ERN T L. YELTQ
W N AL
BUT ER
KENNETH
ANDREW BALL
� I � I
LANE BOST
)LD HILL UNITED L_CRYSTAL BOST
THODIST CHURCH
RANDY LANE BOST
CRYSTAL RENEA BOST
COMPILED BY:
■ 91 .4
tuck .
MAPPING
SOLUTIONS, INC.
www.tuckmapping.com
APPROXIMATE
LOCATION OF PRIVATE
RAIL RIGHT OF WAY /
TRANSFERED TO
HISTORIC GOLD HILL
& MINES
FOUNDATION INC /
•
ABBY H HATLEY
TONY J BOGER
►w
m f *
DATE OF PHOTOGRAPHY:
3/20/20
K�
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
INDEX CONTOUR
INTERMEDIATE CONTOUR
SPOT ELEVATION
WATER
PAVED ROAD
DIRT ROAD
BUILDING
LOCATED OBJECT
FENCE
TREES
PIPE
POLE
TOWER
QH
�V
— 3500
+ 751.6
PORTIONS OF THIS MAP HAVE BEEN COMPILED OUTSIDE
THE LIMITS OF CONTROL AND THEREFORE DO NOT
MEET THE NATIONAL MAP ACCURACY STANDARDS
HORIZONTAL DATUM: NORTH CAROLINA, NAD83, USFT
VERTICAL DATUM: NAVD88, GEOID 1996
CONTOURS IN TREED AREAS ARE APPROXIMATE
COMBINED FACTOR:
Grid to Ground = 0.9998459
Ground to Grid = 1. 000 1541
EROSION CONTROL LEGEND
INSTALLED PREVIOUSLY PROPOSED OR
APPROVED (NOT RELOCATED
CONSTRUCTED) MEASURE
SEDIMENT BASIN V
ROCK DAM 0
RISER SEDIMENT BASIN
TEMPORARY DIVERSION DITCH
CULVERT XX" CMP
RD RD
RSB RSB
SILT FENCE X X X ,—
DIVERSION CHANNEL
SLOPE DRAIN WATTLES AT INLETS
PLUNGE POOL
NOTE: OTHER SYMBOLS MAY BE USED TO DELINEATE EROSION
CONTROL MEASURES. REFER TO SITE NOTES.
MINE LEGEND
PROPERTY/PERMIT LINE
PERMIT LINE
PROPERTY LINE
ADJACENT PROPERTY LINES
25' UNEXCAVATED BUFFER &
LIMIT OF MINING RESERVES
WELL
4Q
CATEGORY
AFFECTED ACREAGE
SEDIMENT/SETTLING PONDS
27.0
ACRES
OVERBURDEN STORAGE
18.4 ACRES
STOCKPILES
28.5
ACRES
PROCESSING/HAUL ROADS
44.9
ACRES
PIT
0
ACRES
OTHER
10.6
ACRES
TOTAL
129.4 ACRES
PROPERTY PERMITTED
t 371
ACRES
PROPERTY OWNED
t 395
ACRES
MINE MAP NOTES:
1. THE PURPOSE OF THESE DRAWINGS IS TO SHOW THE
AFFECTED AREAS AND THE PROPOSED METHOD OF
RECLAMATION FOR THE SITE AS PART OF THE MINE PERMIT
MODIFICATION APPLICATION. THE APPLICATION INCLUDES
CONSTRUCTION OF PROPOSED MATERIAL STORAGE AREAS AND
EROSION CONTROL MEASURES FOR THE PROPOSED GRADING.
2. ADJACENT PROPERTY OWNERS ARE NOW OR FORMERLY AND
BASED ON COUNTY TAX MAPPING.
3. THE LOCATION OF THE PROPERTY LINES ARE APPROXIMATE
AND SHOWN FOR REFERENCE ONLY. THE COORDINATES OF
THE PROPERTY CORNERS HAVE NOT BEEN CONFIRMED. ALL
BUFFER LOCATIONS ARE TO BE BASED ON THE FIELD
LOCATION OF THE PROPERTY LINES.
4. ADJACENT PROPERTY LINES ARE BASED ON CABARRUS
COUNTY AND ROWAN COUNTY TAX MAPPING. THESE
LOCATIONS HAVE NOT BEEN CONFIRMED.
5. A PORTION OF THE PERMIT BOUNDARY IS BASED ON
CABARRUS COUNTY AND ROWAN COUNTY TAX MAPPING.
6. VULCAN CONSTRUCTION MATERIALS, LP LEASES A PORTION
OF THE PROPERTY OWNED BY CAROLINA STALITE COMPANY.
THIS AREA IS PERMITTED UNDER A SEPARATE MINE PERMIT
ISSUED TO VULCAN CONSTRUCTION MATERIALS.
MATERIALS COMPANY v�v^
VULCAN LAN INC.
I�
FRAME BRICK, INC.
125
APPRO IMATE LOCATION
OF ROW
AN COUNTY/
CABARR S COUNTY LINE
alley, williams, carmen, & king, inc.
CONSULTING ENGINEERS
FIRM LICENSE No. F-0203
H If 120 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
L,
DATE.✓ODRAW B No.: DRAWN BY. CHECKED BY. ING No.:
5-19-21 20536 RCC GWW 20536 RAW Sta 2021 Mine
REVISION No. DESCRIPTION DATE fication INITIAL
1 1 Corrected linetvoe & text 5-25-21 GWW
PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY
DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF
THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC.
ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE
APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE
ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS
AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS.
SEAL =
16883 =
DocuSigned by: �/S ``\\ 5-25-21
�J . In cz"
3AODOO5E6BA648B...
STALITE MINE
CAROLINA STALITE COMPANY
LIMITED PARTNERSHIP
2021 MINE MAP
SHEET 1 OF 4
SCALE 1" = 200'
CONTOUR INTERVAL 5'

1
r
1
7-
J EVERETTE P MALL JR I
/ \ \ ET A /
\ \ \ \ \ DREW WILMMILL
-775 \ \,,MELISSA TERRY HAMMILL
/ AN RA L. C E
PATRICIA R. ELTON // / \ `♦♦
�ERNEST L. ELTON / // / GOLD HILL BAPTIST 1
CHURCH /1
APPROXIMATE /
LOCATION
RIGHTFOFPRIVATE WAY
/ TRANSFERED TO
I / HISTORIC GOLD HILL
& MINES
FOUNDATION INC / /\
SEP� H 0 E
NIE L W /
BASIN 20-
1 ASI & REMOVED AND THE s c _
MATERIAL STORAGE �O S IZE PLANT AREA, STORAGE ' FRAME RICK, INC.
�So oil
AREA B sTo AL Es REA o YARDS, AND STOCKPILE
^r
z �� AREAS THAT ARE NOT
RN T L. YELTON � � � 1 � � i � �� � � �
v� MATERIAL STORAGE AREA A o TO BE USED FOR
\\ t �� i h1�� _ III` '�1�
/ ERN T L. YEL 1 1
W N AL I 1
BUT ER
I
KENNETH
ANDREW BALL I I
I L LANE BOST
)LD HILL UNITED LCRYSTAL BOST
THODIST CHURCH
RANDY LANE BOST
CRYSTAL RENEA BOST
COMPILED BY:
tuckSOLUTIONS-,"IN'17C..
MAPPING
www.tuckmapping.com
ABBY H HATLEY
TONY J BOGER
DATE OF PHOTOGRAPHY:
3/20/20
i \
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
INDEX CONTOUR
INTERMEDIATE CONTOUR
SPOT ELEVATION
WATER
PAVED ROAD
DIRT ROAD
BUILDING
z H
d
— 3500
+ 751.6
LOCATED OBJECT —
FENCE
TREES
PIPE >------<
POLE AV
TOWER
PORTIONS OF THIS MAP HAVE BEEN COMPILED OUTSIDE
THE LIMITS OF CONTROL AND THEREFORE DO NOT
MEET THE NATIONAL MAP ACCURACY STANDARDS
HORIZONTAL DATUM: NORTH CAROLINA, NAD83, USFT
VERTICAL DATUM: NAVD88, GEOID 1996
CONTOURS IN TREED AREAS ARE APPROXIMATE
COMBINED FACTOR:
Grid to Ground = 0.9998459
Ground to Grid = 1. 000 1541
1011111*1to] \WoId00W110) = 00toD10111
INSTALLED PREVIOUSLY PROPOSED OR
APPROVED (NOT RELOCATED
CONSTRUCTED) MEASURE
SEDIMENT BASIN G�
ROCK DAM O
RISER SEDIMENT BASIN
TEMPORARY DIVERSION DITCH
CULVERT XX" CMP
RD RD
RSB RSB
SILT FENCE X X X x—
DIVERSION CHANNEL
SLOPE DRAIN WATTLES AT INLETS
PLUNGE POOL
NOTE: OTHER SYMBOLS MAY BE USED TO DELINEATE EROSION
CONTROL MEASURES. REFER TO SITE NOTES.
MINE LEGEND
PROPERTY/PERMIT LINE
PERMIT LINE
PROPERTY LINE
ADJACENT PROPERTY LINES — — — — — — — — — — —
25' UNEXCAVATED BUFFER & -------------------
LIMIT OF MINING RESERVES
WELL Q
CAR❑LINA STALITE COMPANY
R❑WAN/CABARRUS C❑UNTIES
REVEGETATI❑N PLAN
SPRING - FALL - WINTER SEED MIXES
0N!211EM:T_1 I1311111111111111ur-112@1z 1111►13
Rye Grain
15 -
20
lbs.
per
acre
Tall Fescue
40 -
80
lbs.
per
acre
Switchgrass
8
lbs.
per
acre
Va 70 Shrub Lespedeza
20 lbs.
per acre
Sericea Lespedeza
15 -
20
lbs.
per
acre
Or Red Clover
8 -
14
lbs,
per
acre
Hulled Common Bermuda Grass
4
lbs,
per
acre
Or Weeping Love Grass
2
- 4
lbs.
per
acre
FALL RATE (MID) AUGUST - ❑CT❑BER
Rye Grain
40
lbs,
per
acre
Tall Fescue
80
lbs.
per
acre
Sericea Lespedeza (Unscarified)
40
lbs.
per acre
Orchard Grass
30 lbs.
per
acre
White Clover
5
lbs.
per
acre
►!jl��naail�n>r�1.m>rl :3>ra»>r:�:ilnr
Rye Grain 40 lbs. per acre
Unhulled Bermuda Grass 10 lbs. per acre
Unscarified Sericea Lespedeza 30 lbs. per acre
Tall Fescue 80 lbs. per acre
FERTILIZER ALL SEASONS
10 - 20 - 20 1500 lbs. per acre
Lime 4000 lbs. per acre
Mulch 70 bales per acre
Mulch to be anchored by one of the following methods:
1. Crimping with mulch anchoring tool; or
2. Tack with asphalt emulsion - 400 gal. per acre
MAI LRIALJ I,VMrANT
CAROLINA STALITE COMPANY
VULCAN LAN , INC.
I
FRAME BRICK, INC.
125
_IL APPRO IMATE LOCATION_
�i OF R WAN COUNTY/
ICABARR S COUNTY LINE
alley, williams, Carmen, & king, inc.
CONSULTING ENGINEERS
FIRM UCENSE No. F-0203
120 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
DATE.No.: DRAWN BY. CHECKED BY.- IDRAW
INGNo.:
5-19-21 20536 RCC GWW 2Stalite 2021 Mine
Permit Modification
REVISION No. DESCRIPTION DATE I INITIAL
1 1 Corrected linetype 5-25-21 IGWW
PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY
DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF
THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC.
ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE
APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE
ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS
AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS.
\\\\0\\\11111li///////
�N CAR
SEAL =
16883 -
' ,/VG I NEF'����\
FSLEY\
DocuSigned by: \ 5-19-21
�J. ocz"
3AODOO5E6BA648B...
STALITE MINE
CAROLINA STALITE COMPANY
LIMITED PARTNERSHIP
2021 RECLAMATION MAP
SHEET 2 OF 4
SCALE 1" = 200'
CONTOUR INTERVAL 5'

_
�731.9
�-"
-
-
780
780
`
TEMP_-SILT
`
FENCEOT //�
Opp BFATT>'
\
���,,
/--�
/
\
770
770
725
760
60
760
TEMP. SAFETY
BERM
PROP
SED MATERIAL
STORAGE
\ `\ �30
TEMP.
SAFETYBERM:�\
8
R 3 /�] • 1
/
750
,
`
,
`
750
750
\\
A
-473 0.7
^�
\\
\
\
\\
\
\�, Phase
12 \`�
Phase �113 ��
Phase14
^ /
1 Phase 9
\`� Phase 1
�\ Phase 1
`�
Phase 15
Phas 6
/ Phase 5
Phase
14 /
2 0 • ✓
/
740
740
740
�
� 4
1
���
,
MATERIAL STORAGE CROSS-SECTION A -A
10 11 12 6 29.3
_ _
_;Phase
_
�,,
13 14 15 / SKB
^ BC OM ELEV: 720.54_4
I/
,�
_�--�
_
2
\
29.7
/J/
/
y
1
48� D A. MANHOLE w/ PEN HROAT
2 'SEDIMENT STORAGE
730
/
'-
730
730
& FLAT SLAB TOP (8" PENI G)
/
THROAT INV: 739.0
EXISTING
GROUND
\
INV: 725.0
^
18.5
/
/
/ P 20-1
\ 76 LF 24' @ 1.32% /
TEMPORARY
DIVERSION
INV IN: 7 .0
INV OU .724.0
CLASS 1 RIPRAP
720
DITCH
DD 20
4
720
720
16.7
\\
OUTLET PROTECTION
P 20L
\
�24
NOTE:
100 LF 24" RCP
1.00%
/
TEMPORARY DIVERSION DITCH TO BE INV IN: 721.5
EXTENDED AS FILL PROGRESSES TO THE WEST INV OUT: 720.5
720.5
724
% - -
--------�
- -
TEMPORARY
- TD
--- e
/
710
710
710
\
-------C=�723.-/--
SKB 20-2
DTCHTD20-DIVERSION
BOTTOM ELEV: 720.5
TOP OF DAM: 724.0
725
2.0' SEDIMENT STORAGE
Q
�2 Q .7
700
700
700
J
LIMITS OF DISTURBANCE
24.1
690
690
690
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00 15+00
16+00
17+00
18+00
0+00
HORIZ. SCALE: 1" -
100' NOTE:
THE MATERIAL STORAGE
AREAS
SHALL BE CONSTRUCTED
CROSS-SECTION
A -A
PHASE 1-3 MATERIAL STORAGE
AREA A
VERT. SCALE : 1" - 10'
WITH A
STALITE'S
50/50 BLEND
CALCIUM BASED
OF EARTHEN OVERBURDEN
PRODUCTION
SOILS
PROCESS BYPRODUCTS.
AND
MATERIAL
STORAGE
SCALE: 1 " = 100'
EARTHEN
OVERBURDEN
SOILS SHALL BE
OBTAINED FROM
SITES WITH
EXISTING
MINE PERMITS
OR APPROVED
EROSION CONTROL
PLANS.
O
� / '
� _ CLASS 1 RIPRAP
OUTLET PROTECTION
/
50LF " RCP @2.00%
I `
INV :732.0
OUT: 731.0
v B£
q Try
\ `
- - "
//
\
I ARY GRAVEL ACCESS
I
\ FORD
r
-
RDgp \
/ ' -
- '
�-
\
ROAD WITH _ \ _
TEMPORARY DIVERSION I / CONSTRUCTION ENTRANCE. \ \
'
_
�/��W _
_ - - -
\
TCH TD 20-5 I CONTACT NCDOT AND OBTAIN A�724.8
TEMPORARY DRIVEWAY PERMIT
\
725 74�
PRIOR TO INSTALLATION \
\
�\ TEMPORARY
SILT
LLD
Eq
FENCE (TYP)
�30
TTY
`P � BOTTOM ELEV: 730.0 \ r
FORA R
oAD \
�
' 2oPSOEDIM N.TSTORAGE
�724.8�-----
� -
��
O
'S5
0 7 0
725
so
so
4730.7
^�
\
4720.5
�o
o
MATERIAL STORAGE CROSS-SECTION
A -A
If
/
IN
B ` TEMPORARY DIVERSION A
I DITCH TD 20-6 ,
1
- - - - -
�$S
�� 10 11
\
12 13 14 15
6
29.3qD
m
SKB 20 1
/
�
TEMPORARY
DIVERSI DITCH ( )
29.7
YI 20-1
BO OM ELEV: 720.5
/ T P OF DAM: 724.0
'
I
i � I 4 720.5
o 7
48" DIA. MANHOLE w/ PEN HROAT
2 SEDIMENT STORAGE
\ �
�O
& FLAT SLAB TOP (8" PENI G)
THROAT INV: 739.0
/
I DI�ERSIRARY
\
-
INV: 725.0
^
IT
D TCH TD 20 DIVER I N DI CH TD 20-4
10 11
/
1
0
12
\
P 20-1
76 LF 24" @ 1.32%
I YI 20-2
-I 4 MANH LE w/ OPEN THRO
"
)�S
INV IN: 7 .0
INV OU . 724.0
CLAS 1 RIPRAP
ul I
& FLAT SLA OPENING)
\
-716.7
OUTS ET PRO ECTION
I�LIMITS OF DIST RBANCE
INV:724.0
�o
TD
P 20-3
I
P 20-2
�4 76 LF 24' RC @ 1.320
S
j
100 LF 24" RCP
1.00%-�� /
_ \ 0 I
I INV IN: 724.0
24
NOTE:
TEMPORARY DIVERSION DITCH TO BE
INV IN: 721.5
INV OUT: 720.5
_ I
O
INV OUT: 723.0
40
\ ♦ ♦ /
'
720.5
-724
EXTENDED AS FILL PROGRESSES TO THE EAST
TD
TD TD __ __
- - -
TD -
----------
-�
- TD
- - - - -
e
/
_ _
TEMPORARY DIVERSION
DITCH u,
0.5 -716.7
- - -
SKB 20-2 -
- - - - - - _
TEMPORARY DIVERSION
DITCH TD 20-2
\
TD
!\
7
25
BOTTOM ELEV: 720.5�CLA
TOP OF DAM: 724.0 TEMPORARY DIVE
2.0' SEDIMENT STORAGE DITCH TD 20-3
ON
LIMITS OF DISTURBANCE
�2 � . 7
��
�
\ � � \ �� 740.5
D \
�' , �\ �°��
1 RIPRAP
' � , OUTL PROTECTION
\
\ ' ' '720.5 TD
\\ 724
�724.1
��
\ ``♦
\ SKB 20 3
BOTTOM V:740.5
TOP DAM: 744.0
SKB 20-2 =
BOTTOM ELEV: 720.5
TOP OF DAM: 724.0 TEN
2.0' SEDIMENT STORAGE DITi
/
2. SEDIMENTSTORAGE 72,55
PHASE 7-9 MATERIAL STORAGE
AREA A
MATERIAL STORAGE AREA B
SCALE: 1 " = 100'
SCALE: 1 " = 100'
/ -
40'
P
" '
�20'
BERM STABILIZED
_
- '
WITH VEGETATION
i I I -III -III -III -I I I
' \
47 31.9
' '
-� 11=1 I I -I I I -I I I -I 11=1 11- z
,
. I I=1 11-1 11-1 11-1 11-1 11-1 I I-III-� 1
\
- �
� I 1=1 I I -III -III -I 11=1 I I -III -I 11=1 I I -I I- 20'
Ex. GROUND _ _
I=1 I IIIII I I IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I IIIII I I=1
Williams, carmen,
alley,& king, inc.
_ IIIII
- EX. GROUND
CONSULTING ENGINEERS
100' -
FIRM LICENSE o. F-0203
NMAIN
\ ` S. R.
\ � 122j
120 SOUTH STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
ODD
\
/
NOTE: THE MATERIAL STORAGE AREAS SHALL BE CONSTRUCTED WITH A 50/50 BLEND OF EARTHEN OVERBURDEN SOILS
v BE,q %j i
-
\
/ -
/
AND STALITE'S CALCIUM BASED PRODUCTION PROCESS BYPRODUCTS. EARTHEN OVERBURDEN SOILS SHALL BE OBTAINED
DATE.• JOB No.: DRAWN BY. CHECKED BY. DRAWING No.:
5-19-21 20536 RCC GWW 20536 Stalite 2021 Mine
\ FORD
- -
/
'//
FROM SITES WITH EXISTING MINE PERMITS OR APPROVED EROSION CONTROL PLANS.
Permit Modification
r
RDgp
" -
_ \
REVISION No. DESCRIPTION DATE INITIAL
724.8
` -
<R/w _ -
CB
\
V -
_ _ _ - -
TYPICAL RM CONS RUCTION DETAIL
725 ,\\
_ _
-"�
N.T.S.
\\
2
\
TE H ALL RM
PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY
_
CONSTRUCTION SEQUENCE
DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF
MATERIAL STORAGE AREA A
THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC.
ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE
8
1. REMOVE TIMBER FROM ALL PHASES OF MATERIAL STORAGE AREA A. THE STUMPS WILL BE LEFT IN PLACE.
2. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-1, PIPE P 20-3 AND TEMPORARY DIVERSION DITCH TD 20-2 WILL BE INSTALLED.
APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE
\
-
ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS
3. INSTALL SKIMMER SEDIMENT BASIN SKB 20-1, TEMPORARY SILT FENCE DOWNSTREAM OF SKB 20-1, PIPE P 20-3 AND TEMPORARY DIVERSION DITCH TD 20-2. SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED.
AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS.
\\
ASS
�73 O.7
4. BEGIN PLACING MATERIAL IN THE PHASE 1 STORAGE AREA. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE WEST AND INTO SKB 20-1 VIA TEMPORARY DIVERSION DITCH TD 20-2. MAINTAIN A SAFETY BERM ALONG THE TOP OF SLOPES AT ALL TIMES.
u
5. ONCE THE MATERIAL STORAGE PLACEMENT BEGINS IN THE SOUTHERN END OF PHASE 1, INSTALL PIPE P 20-1 AND MANHOLE YI 20-1. INSTALL THE MANHOLES IN SECTIONS AND USE THE OPEN MANHOLES FOR INLET DRAINS. INSTALL A STORAGE AREA AROUND THE INLET
�o
AND INSTALL A TEMPORARY TRASH RACK. ONCE THE AREAS SURROUNDING THE MANHOLE HAS BEEN FILLED, INSTALL ANOTHER SECTION OF THE MANHOLE RISER.
♦
/
6. MONITOR ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE SEDIMENT BASINS, DIVERSION DITCHES AND SILT FENCE.
20.5
750
/
7. BRING PHASE 1 STORAGE AREA TO GRADE AND IMMEDIATELY SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER.
TEMPORARY \ �O
`,
5 4
^
/
8. INSTALL TEMPORARY SILT FENCE ON THE NORTH SIDE OF PHASE 2 AND PHASE 3 STORAGE AREAS.
DI ERS
- MATERIAL STORAGE CROSS-SECTION A-
9. CONTINUE TO PLACE MATERIAL IN THE PHASE 2 STORAGE AREA, PROGRESSING FROM PHASE 2 TO PHASE 3.
10. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE SOUTH AND INTO SKB 20-1 VIA TEMPORARY DIVERSION DITCH TD 20-2. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE
THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER.
D CH TD 20-4 -
10 11
12 15
J
29.3
SKB 20-1
I ICA��
YI 20 2
13 14
/ OM
11. BEGIN PLACING MATERIAL IN PHASE 4 WITH FILL PLACEMENT PROGRESSING FROM PHASE 4 TO PHASE 6. ENSURE THAT ALL DISTURBED AREAS DRAIN TOWARDS THE WEST AND INTO SKB 20-1 VIA TEMPORARY DIVERSION DITCH TD 20-2. EXTEND TEMPORARY DIVERSION
��
\ 4
MANH LE w/ OPEN THROAT
29.7
YI 20-1
BO ELEV: 720.5
�" T P OF DAM: 724.0
DITCH TD 20-2 AS FILL PROGRESSES TO THE WEST. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND
THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER.
\\�����N
`� °°°°°°°`°
Q FESS/0
&FLAT
SLA "OPENING)
48" DIA. MANHOLE w/ PEN HROAT
2 SEDIMENT STORAGE
12. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-2 AND THE PHASE 7-15 TEMPORARY DIVERSION DITCHES WILL BE INSTALLED.
,°°
<° O ti y
O
INV: 724.0 750
& FLAT SLAB TOP (8" PENI G)
THROAT INV: 739.0
p
td /
13. INSTALL SKIMMER SEDIMENT BASIN SKB 20 2, TEMPORARY SILT FENCE FOR THE SKB 20 2 EMBANKMENT AND TEMPORARY DIVERSION DITCHES TD 20 3, TD 20 4 & TD 20 A. SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED. MONITOR ALL EROSION
SEDIMENT
= SEAL =
P 20F
INV: 725.0
d
CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE BASINS, DIVERSION DITCHES AND SILT FENCE.
- -
_ 16883 _
%
�4S
.
°
76 LF 24" RC @ 1.32/° TEMP. SAFETY BERM
INV IN: 724.0
^
Q
1 8 •5
14. INSTALL TEMPORARY SILT FENCE ON THE NORTH SIDE OF PHASE 7 AND 8 STORAGE AREAS.
15. BEGIN PLACING MATERIAL IN THE PHASE 7 BERM STORAGE AREA AND WORK TOWARDS PHASE 9. ENSURE THAT ALL PHASE 7 AND PHASE 8 DISTURBED AREAS DRAIN TOWARD THE SOUTH AND THAT THE PHASE 9 DISTURBED AREA DRAINS INTO SKB 20-1 VIA THE
P 20 1
/
TEMPORARY DIVERSION DITCHES TD 20-3 & TD 20-A. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES.
40
INV OUT: 723.0
750
- -EACHPHASEBROUGRADE,SEEDSTABILIZETOPWITHROUCOVERTEMORARYNTERIORSLOPESWITHTEMORARYROUCOVER.
,�� GAF•.........°.
_
_ _ _ _ _ _ _
SLOPES
EXTERITOPHASE NTEM
\\�
D°cu,Sig11ned by: '///`5-19-21
\
750 _ _
CLASS 1 RIPRAP
OUTLET PROTECTION
17. PLACE MATERIAL IN THE PHASED 0 STORAGE AREA, PROGRESSING FROM PHASE 1015 ENSURE THAPERTALLAREAS DRAIN INTO SKBP220-2 VIA TEMPORARY DIVERSION DITCH DP220-3. EXTEND TEMPORARY DIVERSION DITCH TD 20-3 AS FILL PROGRESSES
TO THE EAST. MAINTAIN A SAFETY BERM ALONG THE TOP OF FILL SLOPES AT ALL TIMES.
j' i I I'j j 1�
�. W 0ek4).
4716.7
18. ONCE THE MATERIAL STORAGE PLACEMENT BEGINS IN THE SOUTHERN END OF PHASE 10, INSTALL PIPE P 20-2 AND MANHOLE YI 20-2. INSTALL THE MANHOLES IN SECTIONS AND USE THE OPEN MANHOLES FOR INLET DRAINS. INSTALL A STORAGE AREA AROUND THE
�\ T
730
P 20 3
INLET AND INSTALL A TEMPORARY TRASH RACK. ONCE THE AREAS SURROUNDING THE MANHOLE HAS BEEN FILLED, INSTALL ANOTHER SECTION OF THE MANHOLE RISER.
3AODOO5E6BA648B...
100 LF 24" RCP
1.00%-��
19. AS EACH PHASE IS BROUGHT TO GRADE, SEED AND STABILIZE THE TOP AND EXTERIOR FILL SLOPES WITH A PERMANENT GROUND COVER AND THE TEMPORARY INTERIOR FILL SLOPES WITH A TEMPORARY GROUND COVER.
24
INV IN: 721.5
/
CLA 1 RIPRAP
INV OUT: 720.5
20. ONCE MATERIAL STORAGE AREA A HAS BEEN FILLED TO THE PHASE LIMITS, STABILIZE THE REMAINING FILL SLOPES AND FILL AREA PER THE RECLAMATION PLAN AND SEEDING SPECIFICATIONS.
OUTL PROTECTION
'
- TD
/
21. AFTER FINAL STABILIZATION OF MATERIAL STORAGE AREA A IS COMPLETED, REMOVE THE TRASH RACKS, AND INSTALL THE YARD INLETS FOR YI 20-1 AND YI 20-2. REMOVE SKIMMER SEDIMENT BASIN SKB 20-1, SKIMMER SEDIMENT BASIN SKB 20-2, TEMPORARY DIVERSION
\
\\ ♦ ♦ '720.5
TD TD-----TD-------------
- -
TD
e-- -
---
DITCHES TD 20-2, TD 20-3, TD 20-4 & TD 20-A AND TEMPORARY SILT FENCE. STABILIZE ALL AREAS THAT ARE DISTURBED DUE TO REMOVAL OF EROSION CONTROL MEASURES.
\ -724 -
SKB 20-2 -
_ - - - - - - r -
TEMPORARY DIVERSION
CD71 TD 20-2
CONSTRUCTION SEQUENCE
MATERIAL STORAGE AREA B
BOTTOM ELEV: 720.5
TOP OF DAM: 724.0
TEMPORARY DIVERSION
DITCH TD 20-3
1. REMOVE TIMBER FROM ALL OF MATERIAL STORAGE AREA B. THE STUMPS WILL BE LEFT IN PLACE.
2. BEGIN CLEARING THE AREA WHERE SKIMMER SEDIMENT BASIN SKB 20-3, SKIMMER SEDIMENT BASIN SKB 20-4, THE TEMPORARY GRAVEL ACCESS ROAD, PIPE P 20-4 AND TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8 WILL BE INSTALLED.
S TALITE MINE
72 S
2.0' SEDIMENT STORAGE
Q
�2 8.7
3. INSTALL SKIMMER SEDIMENT BASIN SKB 20-3, SEDIMENT BASIN SKB 20-4, TEMPORARY SILT FENCE FOR SKB 20-3 & SKB 20-4 EMBANKMENTS, THE TEMPORARY GRAVEL ACCESS ROAD, PIPE P 20-4 AND TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8.
LIMITS OF DISTURBANCE
SEED AND STABILIZE THESE AREAS AS SOON AS THEY ARE COMPLETED. MONITOR ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL. REMOVE ACCUMULATED SEDIMENT, AND REPAIR ANY DAMAGE TO THE SEDIMENT BASINS, DIVERSION DITCHES AND SILT FENCE.
CAR 0 LINA S TALITE COMPANY
\
�2A
4. BEGIN PLACING MATERIAL IN THE STORAGE AREA. ENSURE THAT ALL DISTURBED AREAS SOUTH OF THE HIGH POINT DRAIN TOWARDS THE SOUTH AND INTO SKB 20-3 VIA TEMPORARY DIVERSION DITCHES TD 20-7 & TD 20-8. ENSURE THAT ALL DISTURBED AREAS NORTH
OF THE HIGH POINT DRAIN TOWARDS THE NORTH AND INTO SKB 20-4 VIA TEMPORARY DIVERSION DITCHES TD 20-5 & TD 20-6.
LIMITED PARTNERSHIP
- 724.1
J
5. ONCE MATERIAL STORAGE AREA B HAS BEEN FILLED, STABILIZE THE FILL SLOPES AND TOP PER THE RECLAMATION PLAN AND SEEDING SPECIFICATIONS.
6. AFTER FINAL STABILIZATION OF MATERIAL STORAGE AREA B IS COMPLETED, SKIMMER SEDIMENT BASIN SKB 20-3, SKIMMER SEDIMENT BASIN SKB 20-4, TEMPORARY DIVERSION DITCHES TD 20-5, TD 20-6, TD 20-7 & TD 20-8, TEMPORARY SILT FENCE, AND THE TEMPORARY
CONSTRUCTION ENTRANCE MAYBE REMOVED. STABILIZE ALL AREAS THAT ARE DISTURBED DUE TO REMOVAL OF EROSION CONTROL MEASURES.
2021 MATERIAL STORAGE AREAS
SHEET 3 OF 4
/
PHASE 1-15 MATERIAL STORAGE
AREA A
SCALE: 1 " = 100'

2' PVC SEDIMENT CLEANOUT
REFERENCE STAKE,
MARK SEDIMENT CLEANOUT
DEPTH ON STAKE,
MAXIMUM LEVEL OF
P❑R❑US BAFFLES
SEDIMENT C❑LLLECTED.
(SEE DETAIL) CLEAN BASIN WHEN
THIS LEVEL IS II
FAIRCL❑TH REACHED. -1II-
SKIMMER -I I I -I
❑R EQUAL-II1=1II-
,-III-III-�
------------------------11=111111111111111111111
I -III -III -III -I I I-
W ARM M� I I I-III-III-III-III-�
I I -I I I -I I I-III=III-III
W Q -1 11-1 11=1 I M I 1-1 11-1 11-11
ELEV, 'C'
EMERGENCY SPILLWAY
ELEV, "B"
r/ *
FREEBOARD - 1' MIN,
=III=III=III=III=1 I I-
EMBANKMENT STABILIZED
-I I I -I I I -I I I -I I I -I I I -I I I- _ WITH VEGETATION
-III-III-III-III-III-I I I -I 11- .
/_
�=1 I I=III=III=:I M I M I M I I
1 11111111111111111111111111111111111111111111111' 2:1 SLOPE MAX,
-1 11=1 I I 1=1 I I=1 I I=1 11=1 11=1 I I 11 III III III III III III III III III I I III III-.
I -III-
I 'III 1 I I- i I-1 1 1-1 1 1-1 1 1-1 1 1 �
-III-III-I I I -III -III -III -III- I: FLEX 111 SL❑PE
1-III-III-III=1 11-1 11-1 I I-11- HOSE =III=III=III=III=III=III=III...III: SKIMMER BARREL
ELEV, 'A' OUTLET STABILIZATION
SELECT FILL PLACED 6'W x 9'L STRAW MATTING
IN LAYERS AND CONPACTED
CONSTRUCTION SPECIFICATIONS:
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND
STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN
AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT
TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. SKIMMER HORIZONTAL MOVEMENT IS TO BE LIMITED BY METAL STAKES OR 2x4's. INSTALL SKIMMER PER
MANUFACTURER'S RECOMMENDATIONS.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL,
OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE
TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE
AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE
USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE
GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH.
THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF
THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE
LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING,
INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W. FAIRCLOTH & SON.).
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT
BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY, AND SEED AND STABILIZE THE EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE
PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. INSTALL A MINIMUM THREE ROWS OF POROUS BAFFLES ACROSS WIDTH OF BASIN. BAFFLE MATERIAL
TO BE COIR EROSION BLANKET, COIR MESH OR SIMILAR.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
12. SAFETY - SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS
LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREMENTS.
MAINTENANCE:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH
ICE.
STORAGE AREA
CLEANOUT
DEPTH
SEDIMENT
STORAGE
SURFACE
AREA
SPILLWAY
LENGTH
ELEV "A"
ELEV "B"
ELEV "C"
BASIN #
W1 I L1 I D1 I W2 I L2 I D2 I W3 I L3
D3
(FT3)
A2
(FT)
SKB 20-1
IRREGULAR - SEE BELOW
1.2
11,800
7,921
24.0
720.5
722.5
724.0
SKB 20-2
IRREGULAR - SEE BELOW
1.2
12,931
7,441
22.0
720.5
722.5
724.0
SKB 20-3
12.0
90.0
2.0
20.0
98.0
3.5
26.0
104.0
1.2
3040.0
1960.0
6.0
740.5
742.5
744.0
SKB 20-4
12.0
90.0
2.0
20.0
98.0
3.5
26.0
104.0
1.2
1 3040.0
1 1960.0
1 6.0
1 730.0
1 732.0
1 733.5
L1 = BASIN LENGTH AT THE BOTTOM OF THE BASIN
W1 = BASIN WIDTH AT THE BOTTOM OF THE BASIN
L2 = BASIN LENGTH AT THE TOP OF THE SEDIMENT STORAGE
W2 = BASIN WIDTH AT THE TOP OF THE SEDIMENT STORAGE
L3 = BASIN LENGTH AT THE TOP OF THE EMBANKMENT
W3 = BASIN WIDTH AT THE TOP OF THE EMBANKMENT
D1 = THE DEPTH OF SEDIMENT STORAGE
D2 = THE OVERALL DEPTH OF THE SEDIMENT BASIN
D3 = THE CLEANOUT DEPTH OF SEDIMENT
A2 = SURFACE AREA AT THE TOP OF THE SEDIMENT STORAGE
E
SURFACE INC. STORAG
SKB 20-1
PLASTIC SLOPE DRAIN
PIPE (12 IN.) -
"A" Sch 40 coupling
connection
DESIGN NOTES:
1. SEDIMENT STORAGE = 1800 CUBIC FEET PER DISTURBED ACRE
2. REQUIRED SURFACE AREA = 325*Q10
3. CLEANOUT DEPTH = 60% OF THE DESIGN STORAGE
4. ALL RUNOFF HAS BEEN CALCULATED USING THE RATIONAL METHOD
5. SKIMMER DESIGN BASED ON FAIRCLOTH SKIMMER DESIGN STANDARDS
6. DESIGN STORM IS 10-YEAR TO PASS THROUGH SPILLWAY
7. THE SPILLWAY LENGTH IS BASED ON THE STANDARD IN THE EROSION CONTROL MANUAL
8. SEDIMENT VOLUME CALCULATIONS BASED ON AVERAGE END AREA METHOD
SKB 20-2
ELEVATION
SURFACE AREA
SF
INC. VOLUME
FT3
STORAGE
VOLUME
FT3
NOTES
720.5
5,526
0
0
BASIN FLOOR
721.0
5,981
2,877
2,877
722.0
6,938
6,460
9,336
CLEANOUT721.7
722.5
7,441
1 3,595
12,931
SEDIMENT STORAGE
723.0
1 7,958
1 3,850
16,781
724.0
1 9,041
1 8,500
25,280
TOP OF DAM
MEW y01111u100=55Y ►11
Faircloth Skimmer Cut Sheet
J.W. Faircloth & Son, Inc.
www.fairclothskimmer.com
"C" pvc float -
"G" vent
"H" inlet
aluminum straps
suspending inlet
L "D" head on center of
inlet and orifice
"E" inlet extension
Skimmer shown in floating position
"B" hose, ss clamps
"B1" threaded male nipple
on outlet end
BASIN #
„A„
„B„
„B1„
I,C„
„D„
„E„
„F„
„G„
„H„
SKB 20-1
4"
1.5"
2"
2.5"
2"
2"
27"
ill
2.0"
SKB 20-2
4"
1.5"
2"
2.5"
2"
2"
27"
ill
2.0"
SKB 20-3
4"
1.5"
1.5"
2"
1.5"
N/A
16"
1"
1.01,
SKB 20-4
4"
1.5"
1.5"
1 2"
1 1.5"
N/A
16"
1"
1.01,
EAIRCLETH SKIMMER
SKIMMER BASIN WITH BAFFLES DETAIL
STEEL POSTS (QUANTITY VAR.)
m
A
MIN.
4 :MAX.)
TEMPORARY OR �
PERMANENT DITCH 2' (M I N.) I- SOIL STABILIZATION
GEOTEXTILE
Gyt'yl I' (MIN.:
W �I
PRIMARY SPILLWAY -
SKIMMER (SIZE VAR.)
STONE PADS WOOD STAKE,
METAL POST
OR STAPLE
L = 3W EARTH DIKE
6 IN,
(MIN,) 3/4L COIR FIBER MAT
11 2L SOIL STABILIZATION
114E I' GEOTEXTILE
- - - ` 'F MIN. 18 IN.
1'tMINJ - OVERLAP
_ (MIN.)
,_ Y
\\ �
1.5.1 (MIN.) .S 12 4 IN. (MIN.)
3' 1'(MIN.) 6. 2
r MAX.
k-4'-II ��ti - -
UNCLASSIFIED EARTH �2/ W ff
- - - -
MATERIAL
VARIABLE NATURAL GROUND
COIR FIBER BAFFLE I 1 2' 1 RIGID
(SEE ROADWAY STD, DWG, N0, 1640.01) COUPLING UNCLASSIFIED EARTH
MATERIAL
STEEL POSTS PLACE SEALANT AROUND BARREL PIPE
WITH MINIMUM WIDTH OF 6 IN,
SOIL STABILIZATION
GEOTEXTILE
9' (MIN.) ,,I
- - -I- 6' (MIN.)
COIR FIBER MAT
2" x 2" (nominal)
WOODEN STAKE
1 II
1-2
12-24/,
r
#10 STEEL
REINFORCEMENT BAR
4 II
411 DIAMETER BEND
24'r
1" (nominal)
STAPLE
ill
12"
CLASS B STONE PAD (4 x 4 x F MIN.)
CO I R FIBER MAT
NOTES
AN C H 0 R 0 P T IONS
1.
SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR
AND
EXTERIOR SIDESLOPES.
2.
LIMIT EARTH DIKE HEIGHT TO 5 FT.
3.
FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH
SHALL BE
9 FT.
4.
DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING
O/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN.
5.
PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE
REPLACED
BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED.
6.
SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY
SHALL BE
ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED
18 IN. (MIN.). NaT To SCALE
MAX, LEXEL OF C❑NSTRUCTI❑N SPECIFICATI❑NS
6" OF #57 CARRY RIPRAP UP
SEDIMENT 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT ❑F ALL VEGETATI❑N
COLLECTED -CLEAN WASHED STONE 1' MIN, SIDES OF SPILLWAY AND ROOT MAT, REM❑VE ALL SURFACE S❑IL C❑NTAINING HIGH AM❑LINTS ❑F
BASIN WHEN THIS 2' ❑RGANIC MATTER AND ST❑CKPILE ❑R DISP❑SE ❑F IT PR❑PERLY, HAUL ALL
LEVEL IS REACHED TOP OF BERM ❑BJECTI❑NABLE MATERIAL T❑ THE DESIGNATED DISP❑SAL AREA,
2. ENSURE THAT FILL MATERIAL F❑R THE EMBANKMENT IS FREE ❑F R❑❑TS W❑❑DY
TOP ELEVATI❑N OF 0 0 0 0 MI FREEBOARD VEGETATI❑N, ❑RGANIC MATTER, AND OTHER ❑BJECTI❑NABLE MATERIAL. PLACE THE
IIIII=1_. MINIMUM
STORM WATER � FILL IN LIFTS N❑T T❑ EXCEED 9 INCHES AND MACHINE C❑MPACT IT, ❑VER FILL
_ THE EMBANKMENT 6 INCHES T❑ ALL❑W F❑R SETTLEMENT,
IIIII= Iii, CLASS B EROSION 3. C❑NSTRUCT THE ❑UTLET SECTI❑N IN THE EMBANKMENT, PR❑TECT THE C❑NNECTI❑N
IIIII=IIIII- 1.5' MAX, M CONTROL STONE BETWEEN THE RIPRAP AND THE S❑ I L FR❑M PIPING BY USING FILTER FABRIC ❑R A
IIIII-_IIII _SEDIMENT 9' d50 KEYWAY CUT❑FF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE S❑IL.
MAX, SIZE 14'
=IIII _ _ PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND S❑IL. EXTEND THE FABRIC
III I I=IIII I= II III = I I I I I IIIII I=IIIII ACR❑SS THE SPILLWAY F❑UNDAT I ❑N AND SIDES T❑ THE T❑P ❑F THE DAM; ❑R
EXCAVATE A KEYWAY TRENCH AL❑NG THE CENTERLINE ❑F THE SPILLWAY F❑UNDATI❑N
MINIMUM FLOOR - EXTENDING UP THE SIDES T❑ THE HEIGHT ❑F THE DAM, THE TRENCH SH❑ULD BE
SURFACE AREA AT LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES.
20' X 140' ,. 17' MINIMUM
4, CLEAR THE P❑ND AREA BEL❑W THE ELEVATI❑N ❑F THE CREST ❑F THE SPILLWAY T❑
18' MINIMUM FILTER FABRIC FACILITATE SEDIMENT CLEANOUT.
KEY IN B❑TT❑M LAYER 5. ALL CUT AND FILL SL❑PES SHOULD BE 2:1 ❑R FLATTER.
❑F RIPRAP
6. ENSURE THAT THE ST❑NE (DRAINAGE) SECTI❑N ❑F THE EMBANKMENT HAS A MINIMUM
DESIGN _ B❑TT❑M WIDTH ❑F 3 FT AND MAXIMUM SIDE SLOPES ❑F 1:1 THAT EXTEND T❑ THE
T❑pTLED 21 10, OVERFILL 6' B❑TT❑M ❑F THE SPILLWAY SECTION.
FOR SETTLEMENT
1,5' 7, C❑NSTRUCT THE MINIMUM FINISHED ST❑NE SPILLWAY B❑TT❑M WIDTH, AS SH❑WN ❑N
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING T❑ THE TOP ❑F THE OVER FILLED
__i - IIII - EMBANKMENT, KEEP THE THICKNESS ❑F THE SIDES ❑F THE SPILLWAY ❑UTLET
STRUCTURE AT A MINIMUM ❑F 21 INCHES. THE WEIR MUST BE LEVEL AND
= I I 111 I- IIIII=IIIII- C❑NSTRUCTED T❑ GRADE T❑ ASSURE DESIGN CAPACITY,
II -I 11 I- I
J�II- II- -
- _III _IIIII_
8. MATERIAL USED IN THE ST❑NE SECTI❑N SH❑ULD BE AWELL-GRADED MIXTURE ❑F
IIIII- II- ST❑NE WITH A D50 SIZE ❑F 9 INCHES (CLASS B ER❑SI❑N C❑NTR❑L ST❑NE) AND A
IIIII- I/� EMERGENCY MAXIMUM ST❑NE SIZE ❑F 14 INCHES. THE ST❑NE MAY BE MACHINE PLACED AND
5/FILL _ 2:1 SIDE BY-PASS THE SMALLER ST❑NES W❑RKED INT❑ THE V❑IDS ❑F THE LARGER ST❑NES. THE
IIIII = SLOPE MAX. 6" BELOW ST❑NE SH❑ULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT,
FILTER �� SETTLED TOP
FABRIC = 111 SIDE OF DAM 9. ENSURE THAT THE ST❑NE SPILLWAY ❑UTLET SECTI❑N EXTENDS D❑WNSTREAM PAST
SL❑PE MAX, THE T❑E ❑F THE EMBANKMENT UNTIL STABLE C❑NDITI❑NS ARE REACHED AND ❑UTLET
- 1 I1I NATURAL GROUND VEL❑CITY IS ACCEPTABLE F❑R THE RECEIVING STREAM, KEEP THE EDGES ❑F THE
3' ST❑NE ❑UTLET SECTI❑N FLUSH WITH THE SURR❑UNDING GR❑UND AND SHAPE THE
MIN. CENTER T❑ C❑NFINE THE ❑UTFL❑W STREAM,
STORAGE AREA
CLEAN❑UT
DEPTH
SEDIMENT
STORAGE
SURFACE
AREA
SB 13-011
W1
I L1
I D1
I W2
I L2
I D2
F W3
I L3
D3
(FT3)
A2
34.0
1 68.0
1 3.0
1 46.0
180.0
1 4.5
1 52.0
1 86.0
1 1.8
8,988.0
1 3,680.0
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
S❑ THAT FL❑W WILL N❑T DAMAGE THE EMBANKMENT,
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS AB❑VE THE SEDIMENT P❑❑L
AND D❑WNSTREAM FR❑M THE TRAP IMMEDIATELY AFTER C❑NSTRUCTI❑N,
MAINTENANCE
INSPECT TEMP❑RARY SEDIMENT TRAPS AFTER EACH PERI❑D ❑F SIGNIFICANT RAINFALL.
L1 =
BASIN LENGTH AT THE BOTTOM OF THE BASIN
REM❑VE SEDIMENT AND REST❑RE THE TRAP T❑ ITS ❑RIGINAL DIMENSI❑NS WHEN THE
W1
= BASIN WIDTH AT THE BOTTOM OF THE BASIN
SEDIMENT HAS ACCUMULATED T❑ ❑NE -HALF THE DESIGN DEPTH ❑F THE TRAP, PLACE THE
L2 =
BASIN LENGTH AT THE TOP OF THE SEDIMENT STORAGE
SEDIMENT THAT IS REM❑VED IN THE DESIGNATED DISP❑SAL AREA AND REPLACE THE
W2
= BASIN WIDTH AT THE TOP OF THE SEDIMENT STORAGE
C❑NTAMINATED PART ❑F THE GRAVEL FACING.
L3 =
BASIN LENGTH AT THE TOP OF THE EMBANKMENT
W3
= BASIN WIDTH AT THE TOP OF THE EMBANKMENT
CHECK THE STRUCTURE F❑R DAMAGE FR❑M ER❑SI❑N ❑R PIPING. PERI❑DICALLY CHECK
D1
= THE DEPTH OF SEDIMENT STORAGE
THE DEPTH ❑F THE SPILLWAY T❑ ENSURE IT IS A MINIMUM OF 1.5 FT BEL❑W THE L❑W
D2
=THE OVERALL DEPTH OF THE SEDIMENT BASIN
P❑INT ❑F THE EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT ❑F THE EMBANKMENT
D3
=THE CLEANOUT DEPTH OF SEDIMENT
T❑ SLIGHTLY AB❑VE DESIGN GRADE. ANY RIPRAP DISPLACED FR❑M THE SPILLWAY MUST
A2
= SURFACE AREA AT THE TOP OF THE SEDIMENT STORAGE
BE REPLACED IMMEDIATELY,
TEMPORARY SEDIMENT BASIN
THEERSTRUCTUREIANDTALL❑UNSTABLERSEDIMENT,BESM❑❑THMTHENAREAST❑BBLENDDWITHEM❑HE
NTS
ADJ❑INING AREAS AND STABILIZE PR❑PERLY,
4' MAX.
BETWEEN POSTS
9-GAUGE MINIMUM HIGH
TENSION WIRE STRAND
ATTACHED TO STEEL POSTS
TO PREVENT SAGGING
/.-5' STEEL POST
COIR EROSION BLANKET, -
COIR MESH (OR SIMILAR)
DRAPED OVER WIRE
STRAND
BAFFLE INSTALLATION - STEP 1
NOTES:
1. DRIVE 5' MINIMUM STEEL POSTS AT LEAST 24"
INTO SOLID GROUND.
2. ATTACH THE FABRIC TO THE SUPPORTING WARE
WITH ZIP TIES, WIRE OR STAPLES.
3. ATTACH THE FABRIC TO THE BOTTOM AND SIDES
USING STAPLES.
4. SPACE THE BAFFLES ACCORDING TO THE
APPROVED PLAN.
5. THE FLOOR OF THE BASIN IN THE OUTLET ZONE
AND BERMS SHOULD BE SEEDED IMMEDIATELY
AFTER THE BASIN IS CONSTRUCTED
COIR MESH ATTACHED
TO ROPE OR WIRE
WITH TIES
PERSPECTIVE VIEW
TOP OF BAFFLES SHOULD BE
6" HIGHER THAN THE SPILLWAY
INVERT AND 2" LOWER THAN
THE TOP OF THE BERM
COIR MESH STAPLED -'--
T SIDES
BAFFLE INSTALLATION - STEP 2
POROUS BAFFLES
24" MIN,
2
//\\//\\//\\/ 1
-III-: /\//\tiv//ice//i/
-III-III-111- 11- 2 -I I 1=111=111=111=1 I I:
"-1 I I _ -1 I I, ; I I I IIII 1- 2 1 ;W 1 -III-I 11=1 11-III, ; ,III,
III;.ITr
-111- �2 2 I-1 I -IIII-
;III II, II IIII.
=1 I I=ill =1 I I-
-111-1 I I '
NOTE: DD 20-2 TO BE CONSTRUCTED WITH A 24' DITCH DEPTH
TEMPORARY DIVERSION DITCH
NTS
G❑ARSE AGGREGATE 30
M1�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PHYSICAL PROPERTIES
AGGREGATE SIZE -USE 2-3 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD -
THICKNESS, 6 INCHES MINIMUM
WIDTH, 12-FT MINIMUM OR FULL WIDTH AT ALL
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IS GREATER,
LENGTH, 50-FT MINIMUM
CONSTRUCTION SPECIFICATIONS
1, CLEAR THE ENTRANCE AND EXIT AREA OF ALL
VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND
PROPERLY GRADE IT,
2, PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN
ON THE PLANS, AND SMOOTH IT,
3, PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
SUITABLE OUTLET.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE, IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS,
M I N. 10 GA,
LINE WIRE
FABRIC STAPLED TO
BOTTOM AND SIDES
OR BURIED IN TRENCH
JLET ZONE
SURFACE AREA
BER
:E AREA
■
6"4" TRENCH, j
BACKFILLED AND ■
COMPACTED ■
■
■
VARIABLE AS DIRECTED BY THE ENGINEER
.
�il■=,,Mm
������������■lll■
II■������������MMMMMM■lim
II■������������MMMMMM■lim
II■������������MMMMMM■lim
MMMMMMElim
0101010101MEN=
01010101MMENE
=======::=
I
.:====================..=
.� .� - -
�z
J
W I-
MIN. 12-1/2 GA,
INTERMEDIATE WIRES
1
3
QI- W0
I- O
C3 0
0 o 0 0_
3 0_
GENERAL NOTES:
FENCE FABRIC SHALL BE A MINIMUM OF
WIRE FABRIC LLL
� FILTER FABRIC I I. " ILL
32' IN WIDTH AND SHALL HAVE A
11='
MINIMUM OF 6 LINE WIRES WITH 12'
STAY SPACING.
'I.
�LJ
30, w
32' MIN. WIDTH ��
FILTER FABRIC SHALL BE MIRAFI 100
FABARIC OR EQUIVALENT. BURLAP
w
.j a
FILTER FABRIC
LL II
CANNOT BE USED WHERE SILT FENCE IS
L` a
J_I=I .
TO REMAIN FOR A PERIOD OF MORE THAN
li
ll
30 DAYS.
N-
STEEL POSTS SHALL BE 5' -D' IN HEIGHT
I
III 111-1 I 11-I I I I -I I I I -I I I I -I I I I -I I I I -I I I
AND BE OF THE SELF -FASTENER ANGLE
--TJ�J
-I JJJ M JJJ -9 JJJ - f JJ - f JJ �JJJ JJJ
STEEL TYPE.
ANCHOR SKIRT MINIMUM OF 6'
WOOD POSTS SHALL BE 6 TO 7 FEET IN
HEIGHT AND 3 TO 4 INCHES IN DIAMETER.
WIRE FABRIC SHALL BE FASTENED TO
6'
WOODED POST WITH NOT LESS THAN #9
WIRE STAPLES 1 1/2' LONG.
ALTERNATE: IN LIEU OF BURYING SKIRT, 6' OF #5 STONE
MAY BE USED TO ANCHOR SKIRT.
TEMPORARY
SILT FENCE
GENERAL NOTES 2'-O' D W T As Z
oa)
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. � ">_
0
INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL I- Q
CONCENTRIC Q
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q F
WELDED WIRE FABRIC (WWF). CONE SECTION v o (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. " 0 0 .
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SQ. IN.) LL J n-'-' Z
ooco=
ACCORDANCE WITH AASHTO M199. W Q Z LL -
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 H 0 < O CD
FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 5 5 8 0.15 H = ~ Z "
�- ::f
W
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 O ~ LL O J
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 0 O � ar
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. Z �-I
LIMIT DEPTH OF FILL TO 30'-O" FROM FINISH GRADE TO TOP OF D r 0_ p
BOTTOM SLAB. 2r_n/1 , W
ALTERNATE CONE SECTION III - 0
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE GRADE RING r
THINNEST PORTION OF THE TOP/BOTTOM SLAB. eq u MIN. AREA OF STEEL
v IS 0.07 in.2
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE W
A DISTINGUISHABLE TOP AND BOTTOM.
6" MAX. SPACING W
LOCATE WALL REINFORCEMENT OF CIRCUM. R/F a
D' + 2 `W' IN MIDDLE THIRD OF WALL o
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
N
illADDITIONAL N Cr 0
0
CLRMIN. #4 REBAR O
v LL
0.L
STEP STD. O, (p
o°° °' :o°° °'° yt NO. 840.66
T AS H W
CL
J CLRMIN. USE MIN. AREA OF STEEL IN TOP (CIRCUMFERENTIAL 2� Z F-4
SLAB OF #4'S @ 8" CTS
EACHWAY/EACH FACE *.
REINFORCEMENT)
Q
cc: a d
ADDITIONAL #4 EACH
FLAT TOP SLAB
LONGITUDINAL
REINFORCEMENT
m
0 ui QO
SIDE OF OPENING (1"
ADDITIONAL #4 EACH
It
CLEAR OF BOTTOM FACE
PLACE BARS DIAGONAL
SIDE OF OPENING (1" RISER
CLEAR OF BOTTOM FACE)
°°0
� � �
TO CORNERS (TYP.)
z =
Q
'W'
'D' w'
� W H
I \ \
/ ` ,
= CV
/ .,
`�
FRAME &GRATE , ,
>_
Q r
/
_
Z _\
SEE STD. 840.54
FOR MANHOLE
z BASE
Z
_ _ _ _
/ III I11
/
/
RING AND COVER
�
0 a
/ :; _ JL _ _11 1
I
/ / � 7 �'
41
U •
H
III = JL _ �I
' I /
J
I I \> X
, _S�_ 7 /
°0, ..i., . .so, •.
Q
\ I- _ L _ -1
- /
\ /
F
USEO"TN. AREA OF STEEL
0
_ _ _ _ _
\
\ /
\ -
\ --
IN BASE SLAB OF
PER LINEAR
W
\ ,
/
` ,in2
FOOT EACH WAY
M
` -
` -
a
`
TYPICAL MANHOLE SECTION
SHEET 1 OF 1
GRATED INLET OPTION
MANHOLE OPTION
840.52
z
TOP OF FILL TOP OF FILL TOP OF FILL
O O
"
aQ
Er -)
GROUND LINE H GROUND LINE H GROUND LINE H
0
LL
J 0 z
ooU)=
z
'I'_1l1=k1=111_=111_111-111�111_ too =III=B1=111= =III=1ll_IIIz111_ III?111=.I=lll= _ _ _ �I _
11 III - - I-1 111 = OFl-II 111 111 III_lll I I_
-
111
U o CD
cc: O
III 111 Ill 111
- COMPACT AFTER - In III COMPACT AFTER
nl 111
Q
I-
= ~ Z LU
W
I _ _ _ _ PIPE IS PLACED ! - - I - _ _ - _ lol PIPE IS PLACED
11 "I & PRIOR TO "I" rn & PRIOR TOLL
III
PLACEMENT OF . PLACEMENT OF
Cr O U) =
•..111 GEOTEXTILE 111
' it FILL _ = FILL
III_TlFlll=111 I.,'.•.•,I'. .• •. • °'••'- I.D./6 MIN. Ill••••••••'••• •' :: •'••rrl
NOT LESS
Z H
CL I --I
I.D. /6 MIN.
NOT LESS THAN 6" I.D. /6 MIN. 1 , =11 - ill ln= lrl=ln_lu` THAN 6" ,,, m=1 = to lu=u l_ 1u _"1_, EARTH
O.D. + 3' NOT LESS THAN 6" %2" PER FOOT OF 'H'
T
.
W 0
0
BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED ev ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP OF FILL TOP OF FILL
Z
O
1--1
O
H H H
LL
Q
-
J
0
J
GROUND LINE GROUND LINE
z
I --I
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
GROUND LINE TYPE 2
- - 7 1 \/�\/�/\/I
� - - - ;r - - - .•, GEOTEXTILE ,�. - - - - .�
Q
M
� W
=n1 _u_ul�u rl-u1-nl="1= cn, _u_Insu n-u,-nl=lll=
0
Z d
.:=ylFlll= 111 = COMPACT AFTER - 1
. •. & PRIOR TO •• .••• .
- °• -PIPE IS PLACED •1„
. I.D./6 MIN. - - PLACEMENT OF _
O
D_
" I--1
d
W
NOT LESS THAN 6" I11 _I,I_"I=111_pl_ 1p_111=111 FILL Ill _111=11 =III_p 1_ 111=111=_Ill
0
a �
I.D./6 MIN. AS DIRECTED
I.D./6 MIN.
Z
I"I C.0
COMPACT AFTER O.D. + 2' NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
PIPE IS PLACED NOT LESS THAN 6" O.D.+ 2'
Q
d 1-4
& PRIOR TO %2" PER FOOT OF 'H'
�_
cc
PLACEMENT OF ROCK FOUNDATION BUT
FILL NORMAL EARTH FOUNDATION MORELESS THANTHAN 24" 12
I;n
LL
UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
Q
C)
0
GENERAL NOTES:
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
0
Q
O
I.D. =THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O
=
0C
O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE
H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
CW
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
IMI TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
IrFr11= 111=rl UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
F.
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
BM0
SHEET 2 OF 3
UNCOMPAC WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" " }
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Q H .
r 12" CENTERS AS DIRECTED BY THE ENGINEER. 2Z = 0
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J O ,-Ij Z a
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O O =
AS SHOWN ON STD. NO. 840.00. W Q Z LL
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER H 0 Cr O C='3
W-0" TO 16'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q
X -1 X QUANTITIES ACCORDINGLY. � = Z LJ
CONSTRUCT WITH PIPE CROWNS MATCHING. U) � LL 0 Q
J
A
OO(n 4141. 1 � jINSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. 2: I--I�
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A F I> -I
1 1 I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. �70,
CL 0
`,__ _ I CHAMFER ALL EXPOSED CORNERS 1".LU
-` _ _ DRAWING NOT TO SCALE.
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
2" WEEP HOLES QUANTITIES ACCORDINGLY.
Y Z
P LAN 2ND OPENING F-I
IF REQ'D. Q
F TOP SLAB G m
'T It TOP SLAB v =
TOP SLAB
TOP ELEVATION #4 BAR Z TOP ELEVATION GUTTER LINE OLL 0
1"
#4 BAR Z 6"* 0
OPENING 6"* _ - - z Q W
I -I 0 0-
6" B 6" , TOP ELEVATION � V �
__ 6„ A 6„ 11/2" CLR. O Q
_ = 101/
I I
� � PIPE WALL 2 0 � �
0 I I 1(THICKNES$ VARIES M fx .,t
- UU_ 3/4"CLR. Q Z �
°' ° (MIN.) 0 II- Cr
10 10 - #4 BAR Z< Z 1-.
SEE NOTE I W
r
LU
SECTION X-XM SEE NOTE SECTION Y-Y PART SECTION Y-Y Q O T
SHOWING DETAILS AT OPENING 0 W
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) it W
DIM'S OF BOX & PIPE REINFORCING ITOP & BOT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION DED. ONE W
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX & SLABS ONE PIPE 6 THROAT OPENING OPENING
D A B H NO. LENGTH NO. LENGTH NO. LENGTH F G TOP SLAB BOT. SLAB WALLIFT. HT. LBS, REINF. YDI (MIN H) C.S. R.C. YD3 Z
12" 3'-6" 2'-3" V-10" 4 3' 0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 0
15" 3'-6" 2'-3" 2'-1" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.036 0.046
181, 4'-0" 2'-8" 2'-4" 5 3'-5" 7 4'-9" 2 4'-9" 5'-0" 3'-8" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053
24" 4'-0" 2'-8" 2'-10" 5 3'-5" 7 4'-9" 2 4'_9" 5'-0" T-8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053
24" 4'-0" 3'-6" 3'-4" 5 4'-3" 9 4'-9" 2 4' 9" 5'-0" 4'-6" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053
36" 4'-6" 4'-0" 3'-10" 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-0" 0.340 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2
42" 5'-0" 4'-6" 4'-4" 5 5'-3" 12 5'-9" 2 5'-9" 6'-0" 5'-6" 0.407 0.611 0.389 6a 2.914 0.180 0.243 0.066
48" 5'-0" 5'-0" 4'-10" 5 5'-9" 13 5'-9" 2 5'-9" 6'-0" 6'-0" 0,444 0.666 0.407 68 3.298 0.235 0.317 0.066 840 • 04
1 %2"CLR.
I
I 0
w
rr
Ca J
11 ��
w
1%2"CLR.
1 1Z2 1 #3 BARS "X" - I 11/2"
CLR. EQUALLY SPACED CLR.
F
PLAN
PRECAST OR CAST IN PLACE TOP SLAB
F
#4 BARS "Y" HANDLE ,-1" PIPE SLEEVE
1 / --,:
L#3 BARS "X" Orr
EQUALLY SPACED
11/2" CLR.
G
11/2" CLR. #4 BARS r'Y" 11/2" CLR.
EQUALLY SPACED
v
i IF
SECTION W-W
3/4" RAD.
co - 3" X 1/4" THICK
ROUND OR SQUARE
CUT WASHER
2 - HEX NUT
6„
DETAIL OF HANDLE
z
0
I`__ Q
Q
;Z Cr .
LL __J E I -I Z
O � z -'
W Q Q LL =
Q 0 = O (D
= z W
O �- LL O J
00U)Cr
��
T o
Z
COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
I --I
N
AND ALLOW HANDLE TO MOVE VERTICALLY.
m
a[:
o =
LL 0
1" PIPE SLEEVE X 3" LONG.
CD
Z-I Q W
H
� 0 a -
PART SECTION
=11-
THRU COVER SHOWING HANDLE
O O =
Q = Z:)
O H CC
Z -
Z
Cn W
#4 BAR
} a N
O r
N
W
W
CC
L6"
0
Z
DOWEL
0
HEET
840.04
A _ �
3 doE:_F
;;�,Ofld
41 L=_,__���
PLAN
I
NOTES,
1. Lo, IS THE LENGTH OF THE RIPRAP
APRON,
A 2. T = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
W THAN 6'
3, IN A WELL DEFINED CHANNEL EX-
TEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6'
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
\-FILTER FABRIC MIRAFI 60OX OR EQUAL
SECTION A -A
OUTLET PROTECTION
C❑NSTRUCTI❑N SPECIFICATI❑NS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN, COMPACT
ANY FILL REQUIRED IN THE SUBGRADE T❑ THE DENSITY ❑F THE
SURR❑UNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED S❑IL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER FABRIC, MUST MEET DESIGN REQUIREMENTS AND
BE PR❑PERLY PR❑TECTED FR❑M PUNCHING ❑R TEARING DURING
INSTALLATI❑N. REPAIR ANY DAMAGE BY REM❑VING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA,
ALL C❑NNECTING J❑INTS SHOULD OVERLAP A MINIMUM OF 1 FT, IF
THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4, RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AV❑ID
DAMAGING THE FILTER,
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER,
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7, CONSTRUCT THE APRON ON ZERO GRADE WITH NO ❑VERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA ❑R SLIGHTLY BELOW IT,
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THR❑UGH❑UT ITS LENGTH, IF A
CURVE IS NEEDED TO FIT SITE C❑NDITI❑NS, PLACE IT IN THE
UPPER SECTI❑N ❑F THE APRON.
9. IMMEDIATELY AFTER C❑NSTRUCTI❑N, STABILIZE ALL DISTURBED
AREAS WITH VEGETATI❑N.
MAINTENANCE
INSPECT RIPRAP ❑UTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
ER❑SI❑N AR❑UND ❑R BELOW THE RIPRAP HAS TAKEN PLACE ❑R IF ST❑NES
HAVE BEEN DISL❑DGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
Location
Pipe
Size
Length
Width
Use
P 20-1
24
13
15
15' OF CLASS I RIPRAP
P 20-2
24
13
15
15' OF CLASS I RIPRAP
P 20-4
1 24
1 13
1 15
1 15- OF CLASS I RIPRAP
alley, williams, carmen, & king, inc.
NTS
CONSULTING ENGINEERS
FIRM LICENSE No. F-0203
H v120 SOUTH MAIN STREET P.O. BOX 1248
KANNAPOLIS, NC 28082 704/938-1515
DATE.• JOB No.: DRAWN BY. CHECKED BY. DRAWING No.:
5-19-21 20536 RCC GWW 20536 Stalite 2021 Mine
otio
REVISION No. DESCRIPTION DATE f INITIAL
PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY
DEEDS, PLATS, AND BOUNDARY COMPILATIONS. A BOUNDARY SURVEY OF
THE SITE WAS NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC.
ADJACENT PROPERTY LINES AND INTERIOR PROPERTY LINES ARE
APPROXIMATE AND SHOWN FOR REFERENCE ONLY. THE LOCATION FOR THE
ROWAN/CABARRUS COUNTY LINE IS APPROXIMATE. THE PROPERTY SURVEYS
AND GIS DATA DEPICT THE LINE IN DIFFERENT LOCATIONS.
\\\\\\1111111////
\\�NCARS /%,/-,
A-40�*'­
�ESS/p4/ �/-7
SEAL
16883
DocuSigned by: /'/// /1/11 IIII\\'A \\�\ 5- 19-2 1
�ODO05E6BA648B...
I tz" 10 w,-
STALITE MINE
CAROLINA STALITE COMPANY
LIMITED PARTNERSHIP
2021 DETAILS
SHEET 4 OF 4