20160460 Ver 1_Stormwater Info_20160519

DRAWING
SHEET SUMMARY
SHEET
SHEET TITLE
ORIGINAL
DATE
LATEST REV.
C1.0
COVER SHEET
5/19/2016
C1.1
PROJECT NOTES
5/19/2016
C2.0
EXISTING CONDITIONS PLAN (SURVEY
BY OTHERS)
W�
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C3.0
OVERALL SITE PLAN
5/19/2016
OUQ
C3.1
SITE PLAN
5/19/2016
C3.2
UTILITY PLAN
5/19/2016
C3.3
SANITARY SEWER EXTENSION PLAN &
PROFILE
5/19/2016
C4.0
GRADING & DRAINAGE PLAN
5/19/2016
. 00
co LL
C4.1
STORMWATER MANAGEMENT PLAN
5/19/2016
C)
C4.2
STORMWATER MANAGEMENT PLAN
5/19/2016
C5.0
PHASE 1 & 2 EROSION CONTROL PLAN
5/19/2016
0
LO
C5.1
PHASE 3 EROSION CONTROL PLAN
5/19/2016
C6.0
LANDSCAPING PLAN
5/19/2016
C7.0
GENERAL DETAILS
5/19/2016
C7.1
UTILITY DETAILS
5/19/2016
C7.2
STORMWATER DETAILS
5/19/2016
C7.3
EROSION CONTROL DETAILS
5/19/2016
SITE DEVELOPMENT PACKAGE FOR
13722 BILL McGEE ROAD
CA ARRUS COUNTY, NORTH CAROLINA
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PROJECT CONTACT INFORMATION
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TOPOGRAPHIC SURVEY:
Burton Engineering Associates Foresite Surveying
Greg Welsh; Luke Bugenske Gary Brooks
5950 Fairview Road, Suite 100 5950 Fairview Road, Suite 100
Charlotte, NC 28210 Charlotte, NC 29210
P: [phone] P: [phone]
[e-mail]
OWNER:
InterTape Polymer Group
Contact: Jason Brauch
100 Paramount Drive, Suite 300
Sarasota, FL 34232
P: [phone]
ARCHITECT:
Merriman Schmitt Architects, Inc.
Steve Schmitt
610 East Morehead Street, Suite 200
Charlotte, NC 28202
P: [phone]
CONTRACTOR:
Choate Construction
Brent Long
2907 Providence Road, Suite 400
Charlotte, NC 28211
P: [phone]
BOUNDARY/UTILITY SURVEY:
Foresite Surveying
Gary Brooks
5950 Fairview Road, Suite 100
Charlotte, NC 29210
P: [phone]
SOILS ENGINEER:
ECS Carolinas, LLP
Winslow Goins
6714 Netherlands Drive
Wilmington, NC 28405
P: [phone]
MUNICIPALITY CONTACT INFORMATION
PLANNING/ZONING:
Cabarrus County
Susie Morris; Phillip Collins
65 Church Street S.
Concord, NC 28025
P: [phone]
[e-mail]
STORMWATER:
NCDEQ - Division of Energy,
Minerals & Land Resources
Mike Randall
512 N. Salisbury Street
Raleigh, NC 27604
P: [phone]
[e-mail]
UTILITIES (WATER/SEWER):
City of Concord
Sherri Moore
850 Warren C. Coleman Boulevard
Concord, NC 28026
P: [phone]
[e-mail]
EROSION CONTROL:
NCDENR - Mooresville Regional Office
Mr. James Moore
610 East Center Street, Suite 301
Mooresville, NC 28115
P: [phone]
VICINITY MAP
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PROJECT SUMMARY
PROJECT NAME: INTERTAPE POLYMER GROUP
DEVELOPER:
ZONING: H-1 (HEAVY INDUSTRIAL)
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APPROVED PETITION NO: N/A
TAX PARCEL NO: PORTION OF 748000535545 w
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JURISDICTION: CABARRUS COUNTY _
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WATERSHED DISTRICT: N/A
FEMA INFORMATION: GTW
MAP NO: 371074800) Engineer
MAP DATE: 10/16/2007 LJ B
Drawn By
FLOOD ZONE: OUT 5/19/16
LOT SIZE: APPROX. 40.5594 ACRES Date
START/END DATES: 7/1/16 - 2/1/17 REVISIONS
SETBACK REQUIREMENTS:
FRONT SETBACK: 75'
SIDE YARD: 35'
REAR YARD: 35'
BUFFER REQUIREMENTS:
STREET: SEE PLAN
INTERIOR SIDE: SEE PLAN
REAR: SEE PLAN
BUILDING INFORMATION:
PROPOSED USE: INDUSTRIAL/MANUFACTURING Project Number
BUILDING HEIGHT: TBD 218-106
STORIES: 1
BUILDING COVERAGE: 95,000 -SF
GROSS FLOOR AREA: 304,560 -SF C1 M0
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\ \ RIM/GRATE: 511.5
\ \ \ \ INV OUT: 508.85 12"
FOREBAY
EAST SAND FILTER SCALE: 1" = 20'
71 LF
12" @ 0.500%
OS E1.2
RIM/GRATE: 511.00
INV OUT: 506.36 15"
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\ \ RIM/GRATE: 511.5
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FOREBAY
EAST SAND FILTER SCALE: 1" = 20'
71 LF
12" @ 0.500%
OS E1.2
RIM/GRATE: 511.00
INV OUT: 506.36 15"
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INV OUT: 506.00 15"
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24"M RISER
CLEANOUT
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TOP OF OS W3
TOP OF FILTER MEDIA
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TOP: 511.00
(TYPICAL AT ALL BENDS,
ELEV: 513.00
ELEV: 510.90
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12" ABOVE GROUND)
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TOP OF DAM
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- ELEV: 510.50 - 512
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TOP OF GRAVEL
3 3 -
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ELEV: 509.40
ELEV: 509.30
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INV OUT: 506.00 15"
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S.H.W.T. = NOT ENCOUNTERED
ELEV: 508.50
TOP OF GRAVEL
ELEV: 507.00
(#57 WASHED STONE)
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
'ERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
%" PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
(#57 WASHED STONE)
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
PERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
%" PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
18" MIN COURSE MASONRY SAND
(ASTM C33)
WEST SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
EAST SAND FILTER
ELEVATIONS
NOT TO SCALE
OVER PIPE
" PERF. PVC AT OS W3
ELEV: 627.60
ELEV: 508.50
TOP OF GRAVEL
ELEV: 506.90
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INV. OUT: 509.00 (12" RCP)
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OS E1.2 - FOREBAY RISER
ELEV: 510.90
24"M RISER
CLEANOUT
CLEANOUT
TOP OF OS W3
TOP OF FILTER MEDIA
C�m(n~��Q Z
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TOP: 511.00
(TYPICAL AT ALL BENDS,
ELEV: 513.00
ELEV: 510.90
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(DZpD-OQ�
INV. OUT: 506.36 (15" CMP)
12" ABOVE GROUND)
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TOP OF DAM
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- ELEV: 510.50 - 512
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DAM 511
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BOTTOM OF FILTER MEDIA/
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TOP OF GRAVEL
-FORE-BAX
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TOP OF GRAVEL
3 3 -
510
ELEV: 509.40
ELEV: 509.30
FILTER
12" CMPSAND
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508
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MIN. 3" GRAVEL COVER
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WEST SA ND FIL TER
-INV. OUT: 508.50 12" CMP
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8" MIN UNDERDRAIN GRAVEL BED -
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ELEVATIONS
ELEV: 508.70
(#57 WASHED STONE)
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15" CMP OUTFALL
S.H.W.T. = NOT ENCOUNTERED FILTER FABRIC AROUND
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INV. OUT: 505.20
UNDERDRAIN GRAVEL BED
(ASTM C33)
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PERFORATED 4" DIA. UNDERDRAIN PIPE
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%" PERFORATIONS @ 6" O/C MIN. OF 4
Drawn By
HOLES/ROW
5/19/16
?0oOS
\1L
Date
W1.2 - FOREBAY RISER TOP OF DAM
REVISIONS
24" CMP RISER ELEV: 514.00
OS W2.2 - FOREBAY RISER
Un
TOP: 634.00
24" CMP RISER
SEAL
INV. OUT: 630.00 (12" CMP)
TOP: 513.50INV.
OUT: 511.00 (12" CMP)
OS W1.1 - FOREBAY RISER
OS W3
OS W2.1 - FOREBAY RISER
, ' •SSRO�/.'.
c
24" CMP RISER
TOP: 513.00
CLEANOUT
CLEANOUT
24" CMP RISER W/ TRASH RACK (TYPICAL AT ALL BENDS,
TOP OF DAM
24" CMP RISER
.•
OF 0,1;•; y
INV. OUT: 505.45 (15" CMP)
(TYPICAL ABOVE GROUNDD)
TOP: 513.00 12" ABOVE GROUND
ELEV: 514.00
TOP: 513.00
INV. OUT: 627.24 (15" CMP)
= 2 SEAL -
33996
516
INV. OUT: 505.20 (15" CMP)
516
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515
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514
DAM
DAM
514
1
1 1
1 1
1
513
3-513
FOREBAY #1
3 3
SAND FILTER SAND FILTER
3
3 FOREBAY #2
512
512
/
12" CMP \
/ 12" CMP
\
511
LJ
511
1
1
510-
510
1
1
509
509
INV. OUT: 629.86 12" CMP
INV. OUT: 629.86
12" CMP
508
508
S.H.W.T. = NOT ENCOUNTERED
ELEV: 508.50
TOP OF GRAVEL
ELEV: 507.00
(#57 WASHED STONE)
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
'ERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
%" PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
(#57 WASHED STONE)
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
PERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
%" PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
18" MIN COURSE MASONRY SAND
(ASTM C33)
WEST SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
EAST SAND FILTER
ELEVATIONS
NOT TO SCALE
OVER PIPE
" PERF. PVC AT OS W3
ELEV: 627.60
ELEV: 508.50
TOP OF GRAVEL
ELEV: 506.90
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TYPICAL CROSS SECTION
NOT TO SCALE
Project Number
218-106
C401
Sheet 9 of 17
OS E1.1 - FOREBAY RISER
24" CMP RISER
TOP: 511.00
INV. OUT: 509.00 (12" RCP)
OS E1.2 - FOREBAY RISER
24"M RISER
CLEANOUT
CLEANOUT
TOP: 511.00
(TYPICAL AT ALL BENDS,
INV. OUT: 506.36 (15" CMP)
12" ABOVE GROUND)
513
513
DRIVEWAY
TOP OF DAM
512
- ELEV: 510.50 - 512
,, II
511
1 1
DAM 511
3
510
-FORE-BAX
3 3 -
510
FILTER
12" CMPSAND
509
-
509
508
508
507
1
507
LU
506
-INV. OUT: 508.50 12" CMP
506
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8" MIN UNDERDRAIN GRAVEL BED -
505
Q:�
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S.H.W.T. = NOT ENCOUNTERED FILTER FABRIC AROUND
18" MIN COURSE MASONRY SAND
GTW
UNDERDRAIN GRAVEL BED
(ASTM C33)
Engineer
PERFORATED 4" DIA. UNDERDRAIN PIPE
LJB
(SCHEDULE 40 PVC OR SLOTTED HDPE)
%" PERFORATIONS @ 6" O/C MIN. OF 4
Drawn By
HOLES/ROW
5/19/16
Date
REVISIONS
EAST SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
Project Number
218-106
C401
Sheet 9 of 17

OS W1.1 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
OS W2.1 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
#4 BARS SPACED 2" O.C.
TOP OF RISER (ELEV. = 511.50)
CORRUGATED ALUMINUM PIPE
2" WATER QUALITY ORIFICE
ELEV. = 630.00
(COVER WITH HARDWARE CLOTH
TO PREVENT CLOGGING)
i 1
PREFAB WELDED CONNECTIONS
(WATERTIGHT)
PRIMARY SPILLWAY
TOP OF RISER (ELEV. = 513.50)
CORRUGATED ALUMINUM PIPE
ELEV. = 511.00
(COVER WITH HARDWARE CLOTH
TO PREVENT CLOGGING)
(WATERTIGHT)
ANTI -FLOATATION ANCHOR
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@ 0.50% W/
WATERTIGHT HUGGERBANDS
(6" MINIMUM THICKNESS)
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
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TOP OF RISER (ELEV. = 513.00)
CORRUGATED ALUMINUM PIPE
REFAB WELDED CONNECTIONS
(WATERTIGHT)
111
INVER
OF 4" PVC UNDERDRAIN
ELEV. = 508.70
(CONNECTION TO BE WATERTIGHT.
PREFAB. 4" FLANGE AND SECURE
4" PERFORATED PVC PIPE TO FLANGE
WITH RUBBER GASKET AND CLAMP)
�I` 11111
@ 0.50% W/
WATERTIGHT HUGGERBANDS
FA
/
3MAX
1�
/
/
(6" MINIMUM THICKNESS)
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
ANTI -FLOATATION ANCHOR
OS W1.2 TYPICAL DETAIL OS W3 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
ANTI -FLOATATION ANCHOR
OS W2.2 TYPICAL DETAIL.
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
1STEEL PLATE \ 1STEEL PLATE
ANTI -VORTEX DEVICE ANTI -VORTEX DEVICE
I I nil I I I I I I I I
147P
TRASH RACK SIDE TRASH RACK SIDE
TRASH RACK TOP VIEW STEEL CONE TRASH RACK TRASH RACK TOP VIEW
VIEW #4 BARS SPACED 2" O.C. VIEW
@ 0.50% W/
WATERTIGHT HUGGERBANDS
PRIMARY SPILLWAY
TOP OF RISER (ELEV. = 511.00)
CORRUGATED ALUMINUM PIPE
INV. ELEV. = 509.80
PREFAB WELDED CONNECTIONS
(WATERTIGHT)
7I I1 111 1(
INVERT OF 4" PVC UNDERDRAIN
ELEV. = 627.60
CONCRETE ANTI -SEEP COLLARS (2 MIN.) (CONNECTION TO BE WATERTIGHT.
(6" MINIMUM THICKNESS) PREFAB. 4" FLANGE AND SECURE
COLLARS TO PROJECT 24" FROM 4" PERFORATED PVC PIPE TO FLANGE
PIPE JOINTS WITH RUBBER GASKET AND CLAMP)
OS E1.1 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
@ 0.50% W/
WATERTIGHT HUGGERBANDS
I
3 MAX
1
/
/
/
(6" MINIMUM THICKNESS)
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
ANTI -FLOATATION ANCHOR
OS E1.2 TYPICAL DETAIL_
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
STORMWATER BMP NOTES
NOTE:
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH CAROLINA STATE EROSION
CONTROL SEDIMENT CONTROL PLANNING &DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE INSTALLED. ANY SILT
THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE.
SEDIMENT BASIN CONVERSION NOTE:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER
SPECFICATIONS.
THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS
STABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE
REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL
BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY REGRADING THE BASIN
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA/UNDERDRAIN PIPING.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
DISCHARGES THROUGH A'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
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LJB
Drawn By
Date 5/19/16
REVISIONS
Project Number
218-106
C402
Sheet 10 of 17