0403_AnsonLandfill_SECDrawings_20000601

Iu1NIINIIYIN1II1I11IYNM11II111RI�11111111NNII1NMNIWINII1111IWNIY111l1llllnl1lllhPermit: 04-03
Name: Anson County SW Management Fac., Erosion
& Sedi, Phase 1
County: Anson
Shipped Date:
Box: SW-11-029
Document Type: Other (0)
Document Date: 6/1/2000
Division: Waste Management (WM)
Sub -Division: Solid Waste (SW)
Document Category: Facility (F)
Document Group: Authorization or Permit (P)
Description: Map:. Maps in Roll:

G.) I
3 1�
71 SILT ><
N
N
O
00
rn
0
LEACHAX
STOPAW
TANK
00
v / �1
w
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CHANNEL 1 7
REACH A
a
r
3C0
NOTES:= f�
1. THIS PLAN DEPICTS THE E&S CONTROLS TO BE INSTALLED
TO CONTROL SURFACE WATER AT THIS SITE DURING CELL
1A 1 B CONSTRUCTION. REFER TO FIGURE NOS. 7 AND 8
FOR SOIL EROSION AND SEDIMENTATION CONTROL DETAILS. %
FIGURE NO. 8 PROVIDES THE CONSTRUCTION SCHEDULE /
AND MAINTENANCE PLAN TO DEVELOP AND MAINTAIN THE /
SITE UNTIL THE ENTIRE AREA IS PERMANENTLY STABILIZED.
2. E&S CONTROLS MUST BE CONSTRUCTED AND BE FUNCTIONAL
PRIOR TO DISTURBING ANY TRIBUTARY AREAS TO THESE E&S /
CONTROLS.
3. THE AREA WITHIN THE LIMIT OF EARTH DISTURBANCE IS
APPROXIMATELY 35.1 ACRES.
4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, /
TEMPORARY E&S CONTROLS MUST BE REMOVED. AREAS
DISTURBED DURING REMOVAL OF THESE CONTROLS MUST BE \
PERMANENTLY REVEGETATED IMMEDIATELY.
5. THE CHANNELS AND SEDIMENT BASIN NO. 1 WILL REMAIN \ \
IN -PLACE AFTER THE SITE IS STABILIZED FOR STORMWATER
MANAGEMENT. \ \
6. ALL SITE SAFETY IS THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR SHALL. COMPLY WITH ALL
TERMS AND CONDITIONS OF THE CONSTRUCTION
DOCUMENTS INCLUDING. BUT NOT UMITED T0. ALL
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA), AND ALL OTHER LOCAL., STATE, AND FEDERAL RULES
AND REGULATIONS REGARDING SAFETY AS THEY RELATE TO
ALL CONSTRUCTION ACTMTIES ON SITE AS PRESENTED ON
THESE PLANS.
LEGEND:
- 300 - SUBBASE GRADE CONTOUR
SILT FENCE
LIMIT OF EARTH DISTURBANCE N o
RIPRAP CHANNEL
ty
CC �
3 SILT
7 / FENCE -'
1 WO PRINCIPLE
$ SPILLWAY DROP
INLET -
SEDIMENT
BASIN
NO. 1
APRON
NO. 2
EMERGENCY
�s�ILtwAx_
�•�NCgR `
a
�
� � �GINE�Q;• ':
S.
04/98 RESPONSE TO NC DENR COMMENTS
�� DATE DESCRIPTION P.M. OPER.
DES PROJ. NO: R97-875-686 DATE: PJH 02/24/98
\ DRN CRK 12 22 97 PROJECT: EROSION AND
j ' ' SEDIMENTATION CONTROL PLAN
CHK cls o2/20/98 ANSON COUNTY, NORTH CAROLINA
SCALE RE/ WSA 02/24/98 SHEET TITLE: CELL 1A/1 B CONSTRUCTION
PROJ. MGR. WSA 02/24/98 E&S CONTROLS
�s 100 0 100 200 FELT OPER. PLAN VIEW
- SHEET No.
CHAMBERS WASTE SYSTEMS FIGURE 2
ALMES & ASSOCIATES INC. OF NORTH CAROLINA
CONSULTING ENGINEERS DRAWING No.
A SUBSIDIARY OF ALLIED SERVICES, LLC R9.7-875—E45

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1 2 ICI P ! 2� i ((-280--- SUBBASE GRADE CONTOUR
/ I
8 N / ' f LIMIT OF EARTH DISTURBANCE
RIPRAP CHANNEL
RIPRAP APRON
/ ( SILT FENCE
/ F
SEDIMENT TRAP
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SEDIMENT
% BASIN
NO. 1
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NOTES:
` 1. THIS PLAN DEPICTS THE CONTROLS TO BE INSTALLED TO CONTROL SURFACE
WATER AT THIS SITE DURING CELL 1 D CONSTRUCTION. REFER TO FIGURE
NOS. 7 AND 8 FOR SOIL EROSION AND SEDIMENTATION CONTROL DETAILS.
FIGURE NO. 8 PROVIDES THE CONSTRUCTION SCHEDULE AND MAINTENANCE
PLAN TO DEVELOP AND MAINTAIN THE SITE UNTIL THE ENTIRE AREA IS
PERMANENTLY STABILIZED.
2. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED AND BE
FUNCTIONAL PRIOR TO DISTURBING ANY TRIBUTARY AREA TO THESE
r\
f CONTROLS.
THE AREA WITHIN THE LIMIT OF EARTH DISTURBANCE IS APPROXIMATELY 5.8
ACRES.
/ 4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION
AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED
/ DURING REMOVAL OF THESE CONTROLS MUST BE PERMANENTLY REVEGETATED
\ / % IMMEDIATELY.
5. THE CHANNELS AND SEDIMENT BASIN NO. 1 WILL REMAIN IN —PLACE AFTER
THE SITE IS STABILIZED FOR STORMWATER MANAGEMENT.
/ 6. ALL SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE
CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHAI AND ALL OTHER
LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS REGARDING SAFETY AS
\ THEY RELATE TO ALL CONSTRUCTION ACTIVITIES ON SITE AS r1Qzm ON
THESE PLANS.
04/98 RESPONSE TO NC DENR COMMENTS �l
\v REV. DATE DESCRIPTION P.M. bPER.
/ DES PROD. NO.: R97-875-686 DATE: PJH 02/24/98
DRN CRK 01 /23/98 PROJECT: EROSION AND
PLAN
\ � L K CLS o2 20 9s SEDIMENTATION CONTROL cH / / ANSON COUNTY, NORTH CAROLINA
\ REV WSA 02/24/98
SCALE SHEETCELL 1 D CONSTRUCTION
\ PROD. MGR. WSA 02/24/98 E&S CONTROLS
100 0 100 200 FEET OPER. PLAN VIEW
SHEET No.
L ,
\`� J CHAMBERS WASTE SYSTEMS FIGURE 3
' ALMES & ASSOCIATES INC. OF NORTH CAROLINA
CONSULTING ENGINEERS' DRAWING No.
i a �, ' A SUBSIDIARY OF ALLIED SERVICES, LLc R97 875 E54

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SPILL
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2 70 IpGIPL'
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4 LEGEND.
! —280— SUBBASE GRADE CONTOUR
INL /
i I — LIMIT OF EARTH DISTURBANCE
IP, 0I'�4
RIPRAP CHANNEL
RIPRAP APRON
SILT FENCE
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;
SIL
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-
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.NOTES.
\\ 1. THIS PLAN DEPICTS THE CONTROLS TO BE INSTALLED TO CONTROL SURFACE
WATER AT THIS SITE DURING CELL 1 C CONSTRUCTION. REFER TO FIGURE
° \
� �� `
• �\ �---, \ ,
\.�� r �
\ \\ ���
\
STORAGE
TANK �
�,,., i
\
/
, ,,--� o°
/
NOS. 7 AND 8 FOR SOIL EROSION AND SEDIMENTATION CONTROL DETAILS.
/ FIGURE NO. 8 PROVIDES THE CONSTRUCTION SCHEDULE AND MAINTENANCE I
PLAN TO DEVELOP AND MAINTAIN THE SITE UNTIL THE ENTIRE
�, BO
\ SILT�EC
\
ROU
\
CHAN L 11
A
\
!
/
` / /
/
/ PERMANENTLY STABILIZED.
2. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED AND BE
FUNCTIONAL PRIOR TO DISTURBING ANY TRIBUTARY AREA TO THESE
LVERT 6
100
.= \\ \
\\
/ S
�
\
!Ile,
MAINTENANCE
f I
'
\ / j'� ` �' / /
% /
\ (
� �
I 3J !
/
CONTROLS.
WITHIN THE LIMIT OF EARTH DISTURBANCE IS APPROXIMATELY 11, 8
3� 3• ACRES.
4. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED TEMPORARY EROSION
AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED
`-;-
EARTH
STU I
�� ' uP p �'
HN 10
\\ \�
\�_ i'\FTNCE
\
L�
`
I \
UP
\ c
\
\ \ /
DURING REMOVAL OF THESE CONTROLS MUST BE PERMANENTLY REVEGETATED
1
IMMEDIATELY.
NO. 1 WILL REMAIN IN AFTER
4500
1
\
5. THE CHANNELS AND SEDIMENT BASIN —PLACE
/ THE SITE IS STABILIZED FOR STORMWATER MANAGEMENT.
8. ALL SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE
CHAN EL 8 / /
�,�/ / `�
FUTU o� \ \
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\
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� � \
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, �
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CONSTRUCTION DOCUMENTS INCLUDING BUT NOT UMITED TO ALL
/ OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). AND ALL OTHER
LOCAL. STATE, AND FEDERAL RULES AND REGULATIONS REGARDING SAFETY AS
/, CHANN
U P
-,
// \
up)a \, \,
�;
i
\,
..
\_--�lo /
r
\ i
� THEY RELATE TO ALL CONSTRUCTION A+CTMTIES ON SITE AS PRESENTED ON
THESE PLANS.
UP
\
04/98 RESPONSE TO NC DENR COMMENTS
\
\FUTU \
MAN
)
I
�� �� �
\
UP
) r
�
REV. DATE DESCRIPTION P.M. OPER.
DES PROD. NO.. R97 875 686 DATE PJH 02/2 /
Q /
�j ANC- I
\
\ REA \
/ �:
j �—�
/ �\
\ �`
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/
/
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`
\
DRN CRK 01 26 98 PROJECT: EROSION AND
1 / /
L SEDIMENTATION CONTROL PLAN
CHK CLS 02/20/98
ANSON COUNTY, NORTH CAROLINA
100,
i
\
SCALE
100 0 100
\
REV WSA 02/24/98 SHEET TITLE:
CELL 1 C CONSTRUCTION
02 24 98 . MGR. WSA ROJ
P / / E&S CONTROLS
200 FEET OPER. PLAN VIEW
s\�
1_
SHEET No.
N 7 0 /
\�\, \�\
- A LMES &ASSOCIATES
CONSULTING
INC
ENGINEERS
CHAMBERS WASTE SYSTEMS
OF NORTH CAROLINA
A SUBSIDIARY OF ALLIED SERVICES LLC
FIGURE 4
\
No.
R97 875 E55
�\
A

GROUND SURFACE I FINISHED
TO BE REVEGETATED E /-GRADE
AN
D d -11 I tr ��. GRASS
/ LINED
CHANNEL
GRASS LINED TRIANGULAR CHANNEL
(REFER TO CHANNEL SCHEDULE THIS SHEET)
N.T.S.
GROUND SURFACE
r- TO BE REVEGETATED
/ 2
RIPRAP THICKNESS
=2.25 TIMES d5o
8 OZ/SY (MIN.)
GEOTEXTILE
TRAPEZOIDAL
i CHANNEL
is
I
2' ANCHOR
(MIN.) TYP.
d so RIPRAP
RIPRAP LINED TRAPEZOIDAL CHANNEL
(REFER TO CHANNEL SCHEDULE THIS SHEET)
N.T.S.
C/C
®r
42" HIGH (MIN.)
HARDWOOD
ANCHORING POST
(8' MAX. C/C) --�
EXIS77NG
GROUND
SURFACE
( yp,)_.
30" 1
42" HIGH (MIN.)
HARDWOOD STAKES
NOTE: STAKED STRAW BALES MAY BE
USED IN PLACE OF REINFORCED WIRE MESH
POLYPROPOL ENE OR 14 GAUGE STEEL)
0 SUPPORT FABRIC.
30` MIN. HEIGHT OF FILTER FABRIC
ABOVE GROUND SURFACE EXTEND FILTER FABRIC 12-(MIN.)
/ --EXCAVATED TRENCH AS SHOWN
ISOMETRIC VIEW
FILTER FABRIC
(30" MIN.)
3 1 GUY
COMPACTED
BACKFILL SOIILof !--�u-OW
DETAIL "A"
N.T.S.
WIRE (10 GAUGE MIN.)
--'\- 1" X 1" X 12" STAKES
2" (MIN.) SEE DETAIL "A" FOR
FABRIC TOE ANCHORING
DETAIL
ELEVATION
1 SILT FENCE DETAIL
J N.T.S.
COMPACTED SOIL
BACKFILL
CHANNEL SCHEDULE
CHANNEL
REFERENCE
DETAIL
REQUIRED
FLOW
Q��
DESIGN
FLOW
QC o��s
FLOW
DEPTH
C�
DESIGN
DEPTH
(FT)
FREEBOARD
AVAILABLE
(FT)
DESIGN
VELOCITY
(�)
CHANNEL
LINING
BOTTOM
WIDTH
t e
t)
SIDE
SLOPE
CHZ
M
CHANNEL
SLOPE
C��
--CHANNEL. _1-1
RIPRAP LINED---
224.80_.. _....
408.50
3.50
4.00
0.50
8.51
RIPRAP
d50 =12"
6.0
2
c�:0o
0.022
CHANNEL 12
RIPRAP LINED TRAPEZOIDAL
41.44
45.20
2.04
2.25
0.21
2.51
RIPRAP "
d 50 =6
4.0
2
0.01
TEMPORARY DIVERSION 1
GRASS UNED TRIANGULAR
T13.26
22.80 1
1.52
2.00
0.48
2.85
GRASS
-
2
0.02
.NOTES!
1. d50 REPRESENTS THE STONE SIZE FOR 50% OF THE STONE PLACEMENT BY WEIGHT. MAXIMUM STONE SIZE IS 1.5 TIMES d50.
0 2. TEMPORARY DIVERSION 1 SHALL BE LINED WITH A TEMPORARY CHANNEL LINING, SUCH AS NET COVERED WITH STRAW MULCH,
UNTIL THE VEGETATIVE CHANNEL LINING IS ESTABLISHED AND FUNCTIONING PROPERLY.
CULVERT OR
CHAN--- -- -- --- -
F
L -o
FLOW IS OVERLAND
4 APRON
(REFER TO APRON SCHEDULE THIS SHEET)
N.T.S.
APRON SCHEDULE
11TEM
TEMPORARY
APRON NO. 1
APRON NO. 2
L
12.0'
13.0'
Wi
6.0'
6.0
Wf
14.5'
15.0'
D50
6"
6"
I
ALMES & ASSOCIATES. INC.
CONSULTING ENGINEERS
®
04/98
RESPONSE TO NC DENR COMMENTS
N
REV.
DATE
DESCRIPTION
P.M.
PER
DES
PROJ. NO: R97-875-686
DATE: PJH 02/24/98
DRN
CRK
12/22/97
PROJECT: EROSION AND
SEDIMENTATION CONTROL PLAN
ANSON COUNTY, . NORTH CAROLINA
CHK
CLS
02/20/98
REV
WSA
02/24/98
SHEET TITLE:
SOIL EROSION AND
SEDIMENTATION CONTROL DETAILS.
PROD. MGR.
WSA
02/24/98
OPER.
CHAMBERS WASTE SYSTEMS
OF NORTH CAROLINA
SUBSIDIARY OF ALLIED SERVICES, LLC
SHEET No.
FIGURE 7
DRAWING No.
R97-875-E47
0

TABLE 2
MAINTENANCE PLAN
TABLE
feature
Inspection Frequency
Maintenance
CONSTRUCTION SCHEDULE
Construction Entrance
Daily and after all runoff events.
Remove any sediment at the surface of the
The following is the anticipated sequential order of construction activities which will take
stone construction entrance to prevent soil
place to develop Phase 1 of the landfill and borrow areas at the Anson County Solid
from tracking onto U.S. Route 74.
Waste Management Facility.
Proposed Channels
Weekly and after all - runoff events (minimum
Remove sediment/debris as necessary to
and/or Diversions
weekly), until the drainage areas are stabilized
maintain total design depth.
INSTALL SOIL EROSION AND SEDIMENTATION CONTROLS FOR THE PHASE 1 AREA AND BORROW
(when there is at least a uniform, 70 percent
vegetative cover established over the entire
AREA CONSTRUCTION
project area).
Instal_ soil erosion and sedimentation controls prior to grading or earthmoving activities
Sediment Basin
Weekly and after all runoff events (minimum
Remove sediment/debris and erform repairs
- associated -with --the Phase 1 Area and Borrow Area construction. �� �
weekly).
as necessary. (within 24 hours to conform •
with installation specifications.
1. Obtain erosion and sedimentation control plan approval and other applicable permits.
Vegetation
Weekly and after all runoff events (minimum
Seeding, fertilizing, and mulching as required.
weekly), until stabilized (when there is at
(refer to the revegetation measures for more
2. Clearly delineate in the field the limits of earth disturbance and the buffer
least a uniform, 70 percent vegetative cover
information)
area to develop the landfill and associated structures.
established over the entire project area).
3. Hold a preconstruction conference at least one week prior to beginning
Dust
Minimum weekly.
Add moisture, vegetate, or apply mulch to
construction.
open bare areas during dry periods.
4. Clear and grub to install the necessary erosion and sedimentation controls
Temporary Control
Weekly and after all runoff events (minimum
Remove sediment/debris and erform repairs.
to construct the landfill access road, to construct the support buildings, and to
Measures and Facilities
weekly), until stabilized (when there is at
as necessary (within 24 hoursg to conform
construct the Cell 1A/1 B area.
least a uniform, 70 percent vegetative cover
with installation specifications.
established over the entire project area).
5. Construct Sediment Basin No. 1.
6. Install Channel 11 and Channel 12.
7. Install the outlet stabilization structures.
GRADING AND CONSTRUCTION OF THE ACCESS ROAD, CELL 1A/1 B AREA,- AND BORROW AREA
8. Grade area necessary for the access road and support buildings (excavate and
fill and compact as necessary).
9. Place gravel on the appropriate portion of the access road and around the
support facilities.
10. Construct the maintenance building and the leachate pretreatment area and
equalization area.
11. Permanently stabilize (when there is at least a uniform, 70 percent, vegetative
cover established over the project area) all the disturbed areas which
will not receive gravel or be covered by a building.
12. Grade the area for Cell 1A/1B area development (excavate and fill. and
compact as necessary).
13. Install liner system components in the Cell 1A/1 B area.
FINAL. STABRMTION OF DISTURBED AREAS
14. Re-establish permanent vegetation (uniform, 70 percent vegetative cover)
for the remaining disturbed areas after construction is complete.
15. Remove silt fence after the contributing drainage area is stabilized.
GRADING AND CONSTRUCTION OF THE CELL ID AREA AND BORROW AREA
16.
Grade area for Cell 1 D development (excavate and fill
and compact as necessary).
17.
Install liner system components -in the Cell 1 D area.
FINAL
STABILIZATION OF DISTURBED AREAS
18.
Re-establish permanent vegetation (uniform, 70 percent
vegetative cover)
for the remaining disturbed areas after construction is
complete.
19.
Remove silt fence after the contributing drainage area
is stabilized.
GRADING
AND CONSTRUCTION OF THE CELL IC AREA AND BORROW AREA
20.
Install Temporary Diversion 1.
21.
Grade area for Cell 1 C development (excavate and fill
and compact as necessary).
22.
Install liner system components in the Cell 1 C area.
FINAL
STABILIZATION OF DISTURBED AREAS
23.
Re-establish permanent vegetation (uniform, 70 percent vegetative cover)
for the remaining disturbed areas after construction is
complete.
24:
Remove silt fence after the contributing drainage area
is stabilized.
GRADING AND CONSTRUCTION OF THE CELL 1 E AREA AND BORROW
AREA
25.
Grade area for Cell 1 E development (excavate and fill
and compact as necessary).
26.
Install liner system components in the Cell 1 E area.
FINAL
STABILIZATION OF DISTURBED AREAS
27.
Re-establish permanent vegetation (uniform, 70 percent vegetative cover)
for the remaining disturbed areas after construction is
complete.
28.
Remove silt fence after the contributing drainage area
is stabilized.
TOP EL. 268.50
�- 24" �
TRASH RACK AND 3
ANTI -VORTEX DEVICE 6
0
ti 6" C-C
0
'
O
O
BCCMP
PERFORATED
0
RISER,
16 GAGE WITH
2-2/3"
X 1 /2" CORRUGATIONS
O
EL. - 266.75
0
1"0 HOLES
(8 PER ROW)
24rO BCCMP OUTLET BARREL
16 GAGE 2-2/3" X 1 /2"
EMBEDDED
POURED INVERT
CORRUGATIONS
N 1.5' .
..
:,
INV. EL. 266.00
CONCRETE BOTTOM
PAD EL. -w 264.5
L=W^' 3'
PERFORATED RISER PIPE.
BITUMINOUS COATED CORRUGATED
STEEL DIAPHRAGM, 12 GAGE ANTI -SEEP
COLLAR (CORRUGATIONc +ico�e•�nw� 1
VERTICAL
PROJECTION (1.1')
N.T.S.
BITUMINOUS COATING WAS APPLIED
TO OUTSIDE OF PIPE AT
"?HRAGM CONNECTION
)IAMETER (24") BCCMP
;ONDUIT
TWO PIECE WATERTIGHT CONNECTING
BAND CLAMPED AND BOLTED
TO CONDUIT
ANTI -SEEP COLLAR
N.T.S..
PRESSURE RELIEF HOLES
16 GAGE C
METAL PIPE
PLAN
D=36"
24"0 _ I
RISER
-1 -
CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE
GROUND SURFACE
WAS REVEGETATED
1�
3
E
N.T.S.
EMERGENCY SPILLWAY CONTROL SECTION
N.T.S.
AS -BUILT EMERGENCY SPILLWAY DIMENSIONS
REM
DIMENSION
CREST EL.
274.0'
B (FT.)
8'
H (FT.)
2.0'
CONTROL SECTION.
SLOPE (%)
0.01
ALMES & ASSOCIATES INC.
CONSULTING ENGINEERS
IM
DES
PROD. NO: R97-875-686
DATE; PJH 02/24/98
DRN
CRK
12/22/97
PROJECT: EROSION AND
SEDIMENTATION CONTROL PLAN
ANSON COUNTY, NORTH CAROLINA
CHK
CLS
.02/20/98
REV
SHEET TITLE: SEDIMENTATION
DETAILS, CONSTRUCTION
AND MAINTENANCE
BASIN
SCHEDULE
PLAN
PRQI. MGR.
z - S
oPER.
CHAMBERS WASTE SYSTEMS
OF NORTH CAROUNA
SUBSIDWW OF ALUM SERVICES, L.L.0
SI'm No.
FIGURE 8
ORAWM No.
R97- ' -E�48