20190752 Ver 3_Chemours flow-through cell project plans - final 449338 COMBINED 20200603_20200603

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DRAWING LIST
Drawing number
Drawing Title
G-001
COVER SHEET
C-101
SEEP A PLAN VIEW
C-102
SEEP B PLAN VIEW
C-103
SEEP C PLAN VIEW
C-104
SEEP D PLAN VIEW
C-105
SEEP A EROSION CONTROL PLAN
C-106
SEEP B EROSION CONTROL PLAN
C-107
SEEP C EROSION CONTROL PLAN
C-108
SEEP D EROSION CONTROL PLAN
C-501
SEEP DETAILS AND SECTIONS
C-502
SEEP DETAILS AND SECTIONS
C-503
ROADWAY DETAILS
C-504
EROSION CONTROL DETAILS
C-505
EROSION CONTROL DETAILS
ChemoursrAo
1` o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS) 2
22828 NC HIGHWAY 87 W
FAYETTEVILLE
NC 28306-7332
SITE PLAN
SCALE: 1" = 500'
A o
B o C
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SEEP A
SEEP B
SEEP C
SEEP D
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B ISSUED FOR INTERNAL REVIEW 05/29/2020 JMS MBF 4
A ISSUED FOR INTERNAL REVIEW 05/22/2020 JMS MF
NO. DESCRIPTION DATE DRAWN CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/18/2020
CHECKED BY DATE t 0
MF
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS
5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS �o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
COVER SHEET 6
SCALE AS SHOWN
DRAWING NO. REV.
449338-G-001 B
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SEEP A PLAN VIEW
40 20 0 40 80
SCALE: 1 "=40'
A
1. THE BASIS OF COORDINATES FOR THIS
SURVEY IS NC GRID BASED ON NAD83.
2. THE BASIS OF ELEVATIONS FOR THIS
SURVEY IS NAVD88 ON AN OPUS SESSION
PERFORMED ON NOVEMBER 16, 2019.
3. THE TOPOGRAPHY OF THIS SURVEY HAS A
CONTOUR INTERVAL OF 1FT AND WAS
PRODUCED FROM TWO LIDAR SCANS OF THE
AREA. THE SCANS WERE PERFORMED ON
DECEMBER 1, 2019 AND DECEMBER 19, 2019
BY SPECTRAL DATA CONSULTANTS, INC.
PROJECT NO. 19085.
4. CHECK DAMS SHOWN HERE ARE TO REMAIN
AFTER INSTALLATION OF FILTERS. SEE O
EROSION CONTROL PLANS FOR ADDITIONAL
TEMPORARY CHECK DAMS
LEGEND 12
LIMITS TO BE CLEARED
L ] CLEARED AREA
(q)
CHECK DAM (SEE NOTE 4) 1--ow O
3
D I ISSUED FOR INTERNAL REVIEW 1 06/02/20 1 LH I MF
C I ISSUED FOR INTERNAL REVIEW 1 05/22/2020 1 JMS I MF
B I ISSUED FOR COMMENT 1 05/15/2020 1 JMS I MF
A I ISSUED FOR COMMENT 1 04/24/20 1 LLH I MF
NO. I DESCRIPTION DATE DRAWN CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/14/20
CHECKED BY DATE t O
MF 05/15/20
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSON9-� 5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS ---wo
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SEEP A PLAN VIEW 16
SCALE
1 "=40'
A A B A C A D A E A F
O O O O O
DRAWING N0. REV.
449338-C-101 D
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END OF EXISTING
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SEEP B PLAN VIEW
40 20 0 40 80
SCALE: 1 "=40'
A
1. THE BASIS OF COORDINATES FOR THIS
SURVEY IS NC GRID BASED ON NAD83.
2. THE BASIS OF ELEVATIONS FOR THIS
SURVEY IS NAVD88 ON AN OPUS SESSION
PERFORMED ON NOVEMBER 16, 2019.
3. THE TOPOGRAPHY OF THIS SURVEY HAS A
CONTOUR INTERVAL OF 1FT AND WAS
PRODUCED FROM TWO LIDAR SCANS OF THE
AREA. THE SCANS WERE PERFORMED ON
DECEMBER 1, 2019 AND DECEMBER 19, 2019
BY SPECTRAL DATA CONSULTANTS, INC.
PROJECT NO. 19085.
4. CHECK DAMS SHOWN HERE ARE TO REMAIN
AFTER INSTALLATION OF FILTERS. SEE O
EROSION CONTROL PLANS FOR ADDITIONAL
TEMPORARY CHECK DAMS
5. INSTALL 24" CLASS III RCP. SLOPE PIPE
0.5%.
LEGEND
E::1 CLEARED AREA
(q)
CHECK DAM (SEE NOTE 4)
CWETLAND � ---wO
3
�O
C 1 ISSUED FOR INTERNAL REVIEW 06/02/20 LH 1 MF
B I ISSUED FOR INTERNAL REVIEW 1 05/22/20 1 JMS I MF
A I ISSUED FOR COMMENT 1 05/15/20 1 JMS I MF
NO. I DESCRIPTION DATE DRAWN I CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/14/20
CHECKED BY DATE t O
MF 05/15/20
APPROVED BY DATE
MM/DD/YY
PROJECT MGR. DATE
MF MM/DD/YY
PARSONS
5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS �o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SCALE
SEEP B PLAN VIEW 16
1 "=40'
A A B A C A D A E A F
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449338-C-102 C
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SEEP D PLAN VIEW
SCALE: 1" = 40'
40 20 0 40 80
SCALE: 1 "=40'
GENERAL NOTES:
1. THE BASIS OF COORDINATES FOR THIS
N SURVEY IS NC GRID BASED ON NAD83.
2. THE BASIS OF ELEVATIONS FOR THIS
SURVEY IS NAVD88 ON AN OPUS SESSION
PERFORMED ON NOVEMBER 16, 2019.
3. THE TOPOGRAPHY OF THIS SURVEY HAS A
CONTOUR INTERVAL OF 1FT AND WAS
PRODUCED FROM TWO LIDAR SCANS OF THE
AREA. THE SCANS WERE PERFORMED ON
DECEMBER 1, 2019 AND DECEMBER 19, 2019
BY SPECTRAL DATA CONSULTANTS, INC.
PROJECT NO. 19085.
4. CHECK DAMS SHOWN HERE ARE TO REMAIN
AFTER INSTALLATION OF FILTERS. SEE
EROSION CONTROL PLANS FOR ADDITIONAL
TEMPORARY CHECK DAMS
5. INSTALL SEEP B FILTER AT DOWNSTREAM
EDGE OF CLEARED AREA.
LEGEND
CLEARED AREA
CHECK DAM (SEE NOTE 4)
WETLANDS
D I ISSUED FOR INTERNAL REVIEW 1 06/02/20 1 LH I MF
C I ISSUED FOR INTERNAL REVIEW 1 05/29/2020 1 JMS I MBF
B I ISSUED FOR INTERNAL REVIEW 1 02/22/2020 1 JMS I MBF
A I ISSUED FOR COMMENT 1 05/15/20 1 JMS I MF
2
3
I'm
NO. DESCRIPTION DATE DRAWN CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/14/20
CHECKED BY DATE t O
MF 05/15/20
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS
5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS �o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SCALE
SEEP D PLAN VIEW 16
1 "=40'
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SCALE: 1 "=40'
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LEGEND:
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. CLEARED AREA
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A I ISSUED FOR COMMENT 1 05/22/2020 1 JMS I MF
2
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NO. I DESCRIPTION DATE DRAWN I CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/18/2020
CHECKED BY DATE t O
MF
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS
5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
r CHEMOURS �o
1
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SEEP A I6
EROSION CONTROL PLAN
SCALE
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449338-C-105 B
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N SOILS
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B ISSUED FOR INTERNAL REVIEW 05/29/2020 JMS MBF
A ISSUED FOR COMMENT 05/22/2020 JMS MF
NO. DESCRIPTION DATE DRAWN CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/18/2020
CHECKED BY DATE t O
MF
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS 5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS ---wo
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
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EROSION CONTROL PLAN
SCALE
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DATE
JMS
05/18/2020
CHECKED BY
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05/29/2020
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DATE
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APPV'D
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APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS 5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE
[phone] C-2872
PROJECT TITLE
CHEMOURS �o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SCALE
SEEP D I6
EROSION CONTROL PLAN
1 "=40'
DRAWING NO. REV.
449338-C-108 C
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SCALE: N.T.S. �01
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DETAIL 4
SCALE: N.T.S. �01
NON -WOVEN FILTER FABRIC
(SEE NOTE 3)
n A Dinka MIME! D A QI/CT nAn AI ru in n/ld1n 1 1K1rn
SECTION B
SCALE: N.T.S. _
SECTION A
SCALE: N.T.S. �O2
I
NOTES:
1. INSTALL A CHECK DAM UPSTREAM OF
FLOW THROUGH CELL.
2. LINE CHECK DAM WITH NON -WOVEN
GEOTEXTILE GSE NW8 OR COMPARABLE.
3. FILTER FABRIC USED TO LINE GABIONS
MUST BE A NON -WOVEN GEOTEXTILE, GSE
NW6 OR EQUIVALENT WITH A 1FT OVERLAP
AT SEAM.
4. USE 30 ML PVS POND LINER ON THE
SIDES OF THE GABION BASKETS WITH MIN
6" EXTENDING TO THE BOTTOM AND SIDES
OF BASKET. DRAPE LINER OVER TOP OF
BASKET BEFORE CLOSING TOP TO HOLD IN
PLACE.
5. USE 8" CROSBY ROUND PIN SHACKLES
(S-213) TO ATTACH TO THE LIFTING
LUGS. FOUR SHACKLES FOR EACH
LIFTING PLATE.
6. LIFTING PLATES AND LUGS TO BE MADE
OF A36 STEEL.
7. ALL WELDS SHALL HAVE AN FExx OF 70
KSI AND BE IN ACCORDANCE WITH AWS
D1.1 /D1.1 M.
8. LIFTING PLATE AND LUGS SHALL BE
COATED WITH A NOMINAL THICKNESS OF
25 MIL OF STONCHEM 601 NOVOLAC
EPDXY COATING OR EQUIVALENT PER
VENDER PROVIDED INSTRUCTIONS.
9. DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL SHALL BE IN
ACCORDANCE WITH AISC 360-16,
"SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS" AND WITH AISC 303-16 "CODE
OF STANDARD PRACTICE FOR STEEL
BUILDINGS AND BRIDGES".
10. ALL SHOP WELDS SHALL BE BY A
CERTIFIED WELDER AND SHALL CONFORM
TO AWS STANDARDS. WELDER'S
CERTIFICATIONS MUST BE CURRENT.
11. GABION BASKETS: 3' X 3' X 6' LONG
WIRE GABION BASKETS. WIRE MESH
SHALL BE 9 GAUGE ZINC COATED WIRE,
DOUBLE TWISTED INTO MESH AND PVC
COATED. FASTENERS SHALL BE
STAINLESS STEEL WIRE.
C I ISSUED FOR INTERNAL REVIEW 1 05/22/2020 1 JMS I MBF
B I ISSUED FOR COMMENT 1 05/15/2020 1 JMS I MF
A I ISSUED FOR COMMENT 1 04/24/20 1 LLH I MF
2
0
3
I'm
NO. I DESCRIPTION DATE DRAWN I CHK'D APPV'D
DRAWN BY DATE SEAL
JMS 05/15/2020
CHECKED BY DATE t o
MF 05/15/2020
APPROVED BY DATE
MMIDDIYY
PROJECT MGR. DATE
MMIDDIYY
PARSONS
5
OF NORTH CAROLINA INC.
OFFICE JOB-WBS
1422 S. TRYON ST. #700 449338
CHARLOTTE, NC 28203 CORPORATE LICENSE #
[phone] C-2872
PROJECT TITLE
CHEMOURS `o
SEEPS INTERIM MEASURE
(FLOW THROUGH CELLS)
22828 NC HIGHWAY 87 W
FAYETTEVILLE, NC 28306-7332
DRAWING TITLE
SEEP DETAILS 6
AND SECTIONS
SCALE
AS NOTED
A o B o C
oD o E o F
0
G
DRAWING N0. REV.
449338-C-502 C
0