05 Cumberland_County_-_Brisson_Road_Solid_Waste_Convenience_Center_Bid_Issue_4.pdf
PDF 9 MB Posted
- Solicitation number
- 600600ConRec
- Issued by
- Cumberland County, North Carolina
About this file
The document is a set of construction drawings for the Parkton Road Solid Waste Convenience Center project in Cumberland County, North Carolina, prepared by Smith Gardner Engineers. The drawings are dated March 2025 and are marked "For Bidding, Not for Construction", covering detailed site plans, existing conditions, proposed septic system, erosion and sedimentation control details, and ground stabilization and materials handling plans for a new solid waste convenience center and recycling facility. The project documents include nine sheets of technical drawings covering site layout, specifications, and environmental control measures, with multiple revisions noted between April and June 2025.
The drawings provide comprehensive technical specifications for the facility, including site grading, pavement details, septic system design, and erosion control strategies. The project appears to be a county-funded infrastructure development with specific requirements for waste management facility construction, including detailed provisions for ground stabilization, materials handling, hazardous waste management, equipment maintenance, and environmental protection measures. The design incorporates specific guidelines for waste container placement, vehicle maintenance, litter management, and concrete washout procedures, reflecting a comprehensive approach to environmental compliance and site management during construction.
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SITE LOCATION MAP
NOT TO SCALE
STANDARD DETAIL CALLOUT
SECTION REFERENCED
SHEET WHERE SECTION IS PRESENTED
SHEET SET REVISION NUMBER
STANDARD DETAIL LABEL AND CALLOUT
DETAIL REFERENCED
STANDARD SECTION LOCATION
CALLOUT (SHEET AND DETAIL)
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IS PRESENTED
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DETAIL REFERENCED
CUMBERLAND COUNTY, NORTH CAROLINA
CUMBERLAND COUNTY SOLID WASTE MANAGEMENT
PARKTON ROAD SOLID WASTE CONVENIENCE CENTER
CONSTRUCTION DRAWINGS
MARCH 2025
SITE LOCATION
NOT FOR CONSTRUCTION
FOR BIDDING
SHEET NO. DRAWING NO. DRAWING TITLE REVISION NO.
1 -- TITLE - COVER SHEET
2 S1 EXISTING CONDITIONS
3 S2 SITE PLAN
4 S3 PROPOSED SEPTIC SYSTEM
5 D1 DETAILS
6 EC1 EROSION AND SEDIMENTATION CONTROL DETAILS (SHEET 1 OF 2)
7 EC2 EROSION AND SEDIMENTATION CONTROL DETAILS (SHEET 2 OF 2)
8 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING PLAN
9 NCG02 SELF-INSPECTION, RECORD KEEPING, AND REPORTING PLAN
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Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
SC COA NO. C01488
14 N. Boylan Avenue, Raleigh NC 27603919.828.0577
SMITH GARDNER+
1526 Richland St., Columbia SC 29201
1 04/2025 ADDENDUM NO. 1
2 05/2025 RE-BID
3 05/2025 ADDENDUM NO.3
4 06/2025 RE-BID
Know what's below.
before you dig.Call
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Docusign Envelope ID: 6A46E76C-29E1-4F39-8B56-AE2540C47663
6/9/2025
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AutoCAD SHX Text SAFETY NOTE: Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection.
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NOT FOR CONSTRUCTION
FOR BIDDING
14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER: DRAWING NUMBER:
DATE:
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Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
ENGINEERS
PARKTON
SOLID WASTE
CONVENIENCE CENTER &
RECYCLING FACILITY
EXISTING CONDITIONS
S.W.H.
L.H.B.
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0281
2 S1
2 05/2025 RE-BID
Docusign Envelope ID: 6A46E76C-29E1-4F39-8B56-AE2540C47663
6/9/2025
6/9/2025
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EXISTING 2' CONTOUR (SEE REFERENCE 1)
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EXISTING 10' CONTOUR (SEE REFERENCE 1)
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APPROXIMATE PARCEL BOUNDARY
AutoCAD SHX Text REFERENCES 1. TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA DOWNLOAD. 2. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. 3. APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL CONSULTING, LLC ON JANUARY 4, 2024.
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(SEE REFERENCE 2)
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AutoCAD SHX Text NOTES 1. APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE VERIFICATION BY ARMY CORPS OF ENGINEERS. 2. EXISTING LIMIT OF TREES APPROXIMATED BASED ON AERIAL IMAGERY. EXISTING LIMIT OF TREES APPROXIMATED BASED ON AERIAL IMAGERY. 3. POSSIBLE WETLANDS ARE BASED ON A DESKTOP EVAULATION BY INVER POSSIBLE WETLANDS ARE BASED ON A DESKTOP EVAULATION BY INVER ENVIRONMENTAL CONSULTING, LLC, FURTHER EVALUATION IS NEEDED PRIOR TO ANY DEVELOPMENT IN THESE AREAS.
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LEGEND
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PARKTON ROAD
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DENNING, AMANDA RENEE PIN: 0403-80-6048 ZONING: RR
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GLEMAKER, JESSICA; DOWDY, MORTON PIN: 0403-80-7384 ZONING: RR
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HODGES, CARL D SR LIFE ESTATE PIN: 0403-91-6444 ZONING: RR
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DAUGHETY, THOMAS DAVID PIN: 0403-90-4725 ZONING: RR
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CALHOUN, CHARLES E LIFE ESTATE PIN: 0413-00-8972 ZONING: RR
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MAXWELL, W.A. PIN: 0412-09-9930 ZONING: RR
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KING, JERRY L; KING MARY M PIN: 0402-99-4221 ZONING: RR
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HODGES, CARL D SR LIFE ESTATE PIN: 0403-91-6444 ZONING: RR
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HODGES, CARL D SR LIFE ESTATE PIN: 0403-91-6444 ZONING: RR
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SMITH. ALTON EARL JR; S&K INVESTMENTS INC PIN: 0412-08-3419
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APPROXIMATE ADJOINER PARCEL BOUNDARY
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BUILDING SETBACK
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(SEE REFERENCE 2)
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15' MIN. BUILDING SETBACK
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PARKTON ROAD (S.R. 1118)
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40' ACCESS EASEMENT
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14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER: DRAWING NUMBER:
DATE:
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Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
SITE PLAN
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0281
3 S2
1 04/2025 ADDENDUM NO. 1
2 05/2025 RE-BID
6/9/2025
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AutoCAD SHX Text REFERENCES 1. TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA DOWNLOAD. 2. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. 3. APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL CONSULTING, LLC ON JANUARY 5, 2024.
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AutoCAD SHX Text NOTES 1. APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE VERIFICATION BY ARMY CORPS OF ENGINEERS. NO DEVELOPMENT TO OCCUR IN THESE AREAS PRIOR TO VERIFICATION, AND OBTAINING ALL APPROPRIATE PERMITS, AS NEEDED. 2. THE DEVELOPMENT IS PLANNED TO HAVE A BUILT UPON AREA LESS THAN 24% THE DEVELOPMENT IS PLANNED TO HAVE A BUILT UPON AREA LESS THAN 24% AND IS CONSIDERED A LOW DENSITY PROJECT. NO STORMWATER CONTROLS MEASURES ARE REQUIRED.
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3. EXISTING LIMITS OF TREES APPROXIMATED BASED ON AERIAL IMAGERY. 4. LOCATION OF STONE FILTER FENCE IS APPROXIMATE AND SHALL BE FIELD LOCATION OF STONE FILTER FENCE IS APPROXIMATE AND SHALL BE FIELD ADJUSTED TO BE AT LOW POINTS, AS NEEDED. 5. SHADE TREES TO BE A MINIMUM OF TWO-INCH CALIPER AS SPECIFIED BY THE SHADE TREES TO BE A MINIMUM OF TWO-INCH CALIPER AS SPECIFIED BY THE LATEST EDITION OF PUBLISHED BY THE 6. WELL AND SEPTIC PERMITTED BY THE CUMBERLAND COUNTY DEPARTMENT OF WELL AND SEPTIC PERMITTED BY THE CUMBERLAND COUNTY DEPARTMENT OF PUBLIC HEALTH UNDER PERMIT NUMBERS WELL-2025-00871 AND SEPTIC-2025-00912. 7. PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PAVEMENT/AGGREGATE SURFACING IN APPLICABLE AREAS.
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4" SCH40 PVCGRAVITY FLOW SEWAGE LINE (BY CONTRACTOR)
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PROPOSED SEPTIC DRAIN FIELD (SEE NOTE 6)
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PROPOSED WATER WELL LOCATION (SEE NOTE 6)
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ATTENDANT BUILDING
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APPROXIMATE LIMITS OF EXISTING TREES (SEE NOTE 3)
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ASPHALT SURFACING (PARKING AREA)
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CONCRETE PAVEMENT
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WOOD FENCE
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VEGETATIVE BUFFER
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UNDERGROUND CONDUIT
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WATER LINE
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SEWAGE LINE
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LIGHTS
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EXISTING 2' CONTOUR (SEE REFERENCE 1)
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EXISTING 10' CONTOUR (SEE REFERENCE 1)
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APPROXIMATE PARCEL BOUNDARY
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(SEE REFERENCE 2)
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LEGEND
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APPROXIMATE ADJOINER PARCEL BOUNDARY
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(SEE REFERENCE 2)
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SILT FENCE
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PROPOSED CULVERT
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AGGREGATE SURFACING
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ASPHALT SURFACING
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APPROXIMATE WETLANDS (SEE NOTE 1) (SEE REFERENCE 3)
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REPAIR FIELD
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10' SEPTIC SETBACK
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INFILTRATION BASIN, TYP.
500'
14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
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Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
PROPOSED SEPTIC SYSTEM
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0281
4 S3
2 05/2025 RE-BID
6/9/2025
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APPROXIMATE LIMITS OF EXISTING TREES (SEE NOTE 3)
AutoCAD SHX Text NOTES 1. APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE APPROXIMATE WETLANDS ARE FOR PLANNING PURPOSES ONLY AND REQUIRE VERIFICATION BY ARMY CORPS OF ENGINEERS. NO DEVELOPMENT TO OCCUR IN THESE AREAS PRIOR TO VERIFICATION, AND OBTAINING ALL APPROPRIATE PERMITS, AS NEEDED. 2. THE DEVELOPMENT IS PLANNED TO HAVE A BUILT UPON AREA LESS THAN 24% THE DEVELOPMENT IS PLANNED TO HAVE A BUILT UPON AREA LESS THAN 24% AND IS CONSIDERED A LOW DENSITY PROJECT. NO STORMWATER CONTROLS MEASURES ARE REQUIRED.
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3. EXISTING LIMITS OF TREES APPROXIMATED BASED ON AERIAL IMAGERY. 4. LOCATION OF STONE FILTER FENCE IS APPROXIMATE AND SHALL BE FIELD LOCATION OF STONE FILTER FENCE IS APPROXIMATE AND SHALL BE FIELD ADJUSTED TO BE AT LOW POINTS, AS NEEDED. 5. SHADE TREES TO BE A MINIMUM OF TWO-INCH CALIPER AS SPECIFIED BY THE SHADE TREES TO BE A MINIMUM OF TWO-INCH CALIPER AS SPECIFIED BY THE LATEST EDITION OF PUBLISHED BY THE 6. WELL AND SEPTIC AREAS TO BE PERMITTED WITH CUMBERLAND COUNTY WELL AND SEPTIC AREAS TO BE PERMITTED WITH CUMBERLAND COUNTY ENVIRONMENTAL HEALTH. 7. PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PROPOSED GRADES SHOWN REPRESENT TOP OF FINISHED GRADE OR TOP OF PAVEMENT/AGGREGATE SURFACING IN APPLICABLE AREAS.
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ASPHALT SURFACING (PARKING AREA)
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CONCRETE PAVEMENT
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WOOD FENCE
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VEGETATIVE BUFFER
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AMERICAN STANDARD FOR NURSERY STOCK
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AMERICAN ASSOCIATION OF NURSERYMEN.
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UNDERGROUND CONDUIT
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WATER LINE
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SEWAGE LINE
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EXISTING 10' CONTOUR (SEE REFERENCE 1)
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APPROXIMATE PARCEL BOUNDARY
AutoCAD SHX Text REFERENCES 1. TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA TOPOGRAPHY FROM LIDAR DATA DATED 2015 FROM NC SPATIAL DATA DOWNLOAD. 2. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. PARCEL BOUNDARIES FROM CUMBERLAND COUNTY GIS DEPARTMENT. 3. APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL APPROXIMATE WETLANDS DELINEATED BY INVER ENVIRONMENTAL CONSULTING, LLC ON JANUARY 5, 2024.
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(SEE REFERENCE 2)
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LEGEND
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APPROXIMATE ADJOINER PARCEL BOUNDARY
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(SEE REFERENCE 2)
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SILT FENCE
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PROPOSED CULVERT
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AGGREGATE SURFACING
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ASPHALT SURFACING
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APPROXIMATE WETLANDS (SEE NOTE 1) (SEE REFERENCE 3)
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PARKTON ROAD (S.R. 1118)
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FACILITY EXIT
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1" IPS PE POTABLE WATERLINE (BY CONTRACTOR)
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4" SCH40 PVCGRAVITY FLOW SEWAGE LINE (BY CONTRACTOR)
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PROPOSED SEPTIC DRAIN FIELD (SEE NOTE 6)
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ATTENDANT BUILDING
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120 LF 2" SCH.40 PVC PIPE
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TWO (2) 42 LF, 36" WIDTH DRAIN LINES
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200 GAL. MIN. SEPTIC TANK
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200 GAL. MIN. PUMP TANK
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REPAIR FIELD
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10' SEPTIC SETBACK
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10' SEPTIC SETBACK
SEPTIC SYSTEM NOTES 1. SEPTIC PERMIT ISSUED BY THE CUMBERLAND COUNTY DEPARTMENT OF PUBLIC SEPTIC PERMIT ISSUED BY THE CUMBERLAND COUNTY DEPARTMENT OF PUBLIC HEALTH UNDER PERMIT NO. SEPTIC2025-00912. 2. ENSURE 10' SETBACK FROM ALL PROPERTY LINES AND 5' SETBACK FROM ENSURE 10' SETBACK FROM ALL PROPERTY LINES AND 5' SETBACK FROM BUILDING FOUNDATION. 3. ENSURE 100' SETBACK FROM SEPTIC AREAS AND ANY WELLS. ENSURE 100' SETBACK FROM SEPTIC AREAS AND ANY WELLS. 4. INSTALL ON CONTOUR. INSTALL ON CONTOUR. 5. INSTALL IN DRY CONDITIONS. INSTALL IN DRY CONDITIONS. 6. DO NOT DRIVE OVER SEPTIC AREA. DO NOT DRIVE OVER SEPTIC AREA. 7. INSTALL AS DESIGNED FOR 3 EMPLOYEE ATTENDANT BUILDING. INSTALL AS DESIGNED FOR 3 EMPLOYEE ATTENDANT BUILDING. 8. 8. MAX TRENCH BOTTOM DEPTH IN NITRIFICATION FIELD: 8"8. MAX TRENCH BOTTOM DEPTH IN NITRIFICATION FIELD: 8"
14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER: DRAWING NUMBER:
DATE:
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SEAL
Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
DETAILS
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0282
5 D1
6/9/2025
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WAX MYRTLE (15' HIGH)
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WAX MYRTLE (15' HIGH)
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PROPERTY LINE
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WOOD FENCE
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WAX MYRTLE (15' HIGH)
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FORSYTHIA (TYP.) (8'-10' HIGH) (CONTINUOUS IN FRONT OF WAX MYRTLES)
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MAX. POST CENTER 96"
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AutoCAD SHX Text 32 1/4"
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AutoCAD SHX Text 70 1/2"
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%%UREAR VIEW
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%%UFRONT VIEW
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%%UGATE
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CORNER POSTS ALL OUTSIDE SLATS
AutoCAD SHX Text 2x4 RAILS W/ 3" GALV. RING SHANK NAILS
AutoCAD SHX Text 1x6 SLATS ATTACHED W/ 2" GALV. RING SHANK NAILS
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3,000 PSI CONCRETE FILL TYP. ALL POSTS
AutoCAD SHX Text NOTE: 1. GATE WIDTHS GREATER THAN 6' SHALL BE GATE WIDTHS GREATER THAN 6' SHALL BE CONSTRUCTED USING STEEL FRAME AND POST WITH WOODEN PANELS.
AutoCAD SHX Text GENERAL NOTES 1. THE SITE IS REQUIRED TO OBTAIN A NPDES CONSTRUCTION THE SITE IS REQUIRED TO OBTAIN A NPDES CONSTRUCTION STORMWATER CERTIFICATE OF COVERAGE (COC) PRIOR TO INITIATING THE PROJECT. 2. THE SITE IS REQUIRED TO FILE A NOTICE OF TERMINATION FOR THE THE SITE IS REQUIRED TO FILE A NOTICE OF TERMINATION FOR THE COC AFTER THE PROJECT IS FINISHED.
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NOT TO SCALE
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VEGETATIVE BUFFER
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DETAIL
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WOOD FENCE
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14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER: DRAWING NUMBER:
DATE:
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C am de n
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\s he et s\
C U
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SEAL
SEAL
Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
EROSION AND SEDIMENTATION
CONTROL DETAILS
(SHEET 1 OF 2)
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0282
6 EC1
6/9/2025
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%%UELEVATION
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%%USECTION A-A
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FLOW
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FILTER FABRIC ATTACHED TO WIRE FENCE WITH PLASTIC OR WIRE TIES
AutoCAD SHX Text WOVEN WIRE FENCE (MIN. 14 GAGE WITH 6" MAX MESH SPACING) TO SUPPORT FILTER FABRIC
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5' (MIN.) STEEL FENCE POST ("T" OR "U" TYPE)
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COMPACTED SOIL 8" (MIN.) EMBEDMENT OF FILTER FABRIC
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8' MAX.
AutoCAD SHX Text NOTE: 1. PLACE 10' MIN. LENGTH OF STONE FILTER FENCE AT PLACE 10' MIN. LENGTH OF STONE FILTER FENCE AT LOW POINTS ALONG SILT FENCE AND WHERE DIRECTED BY THE ENGINEER TO RELEASE WATER. SEE DETAIL
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1/2" MESH
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HARDWARE CLOTH
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STEEL POST
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FLOW
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#5 WASHED STONE
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#5 WASHED STONE
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2' MIN.
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2' MIN.
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D (MIN.)
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OVERFILL
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HAUNCH-SEE TABLE
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LOWER SIDE-SEE TABLE
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MIDDLE BEDDING: LOOSELY
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PLACED UNCOMPACTED BEDDING
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EXCEPT FOR TYPE 4
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FOUNDATION
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OUTER BEDDING: MATERIAL
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AND COMPACTION EACH
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SIDE, SAME REQUIREMENTS
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AS HAUNCH
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(BASED ON AMERICAN CONCRETE PIPE
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ASSOCIATION RECOMMENDATIONS)
AutoCAD SHX Text NOTES: 1. COMPACTION AND SOIL SYMBOLS (95% SW) REFER TO SW SOIL MATERIAL (USCS CLASSIFICATION) WITH A MINIMUM STANDARD PROCTOR COMPACTION (ASTM D 698) OF 95%. 2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN D0/3 FROM THE PIPE SPRINGLINE, 0/3 FROM THE PIPE SPRINGLINE, /3 FROM THE PIPE SPRINGLINE, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE OVERFILL ZONE. 3. SUBTRENCHES: 3.1. A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP BELOW FINISHED GRADE BY MORE THAN 0.1H OR, A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP BELOW FINISHED GRADE BY MORE THAN 0.1H OR, FOR ROADWAYS, ITS TOP IS AT AN ELEVATION LOWER THAN 1'(0.3m) BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3.2. THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.33 D0, OR WIDER IF REQUIRED FOR ADEQUATE SPACE THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.33 D0, OR WIDER IF REQUIRED FOR ADEQUATE SPACE 0, OR WIDER IF REQUIRED FOR ADEQUATE SPACE , OR WIDER IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 3.3. FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EQUIVALENT SOIL PLACED TO THE COMPACTION REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE AND AS FIRM AS THE MAJORITY IF THE SOIL IN THE OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED WITH SOIL COMPACTED TO THE SPECIFIED LEVEL.
AutoCAD SHX Text GENERAL EROSION AND SEDIMENTATION CONTROL NOTES 1. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AS WELL AS APPLICABLE REGULATIONS. 2. AN EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. 3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED PRIOR TO, OR AS SOON AS EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED PRIOR TO, OR AS SOON AS PRACTICAL THEREAFTER, ANY LAND CLEARING OR CONSTRUCTION ACTIVITIES MAY BEGIN. THE CONTRACTOR SHALL FOLLOW THE FOLLOWING SCHEDULE: A. FLAG THE CLEARING LIMITS AND IDENTIFY ANY TREE PROTECTION AREAS WITH THE OWNER. FLAG THE CLEARING LIMITS AND IDENTIFY ANY TREE PROTECTION AREAS WITH THE OWNER. B. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (WHERE NECESSARY). INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (WHERE NECESSARY). C. CLEAR THE VEGETATED PORTION OF THE SITE AND INSTALL SILT AND STONE FILTER FENCING (WHERE CLEAR THE VEGETATED PORTION OF THE SITE AND INSTALL SILT AND STONE FILTER FENCING (WHERE REQUIRED) PRIOR TO STRIPPING/GRUBBING. D. ONLY STRIP/GRUB AREAS REQUIRED FOR INSTALLATION OF STRUCTURES, BERMS AND DRAINAGE ONLY STRIP/GRUB AREAS REQUIRED FOR INSTALLATION OF STRUCTURES, BERMS AND DRAINAGE CHANNELS. OTHER AREAS WILL BE STRIPPED/GRUBBED ONCE SEDIMENT BASINS ARE COMPLETED. E. COMPLETE INSTALLATION OF SEDIMENT BASINS. COMPLETE INSTALLATION OF SEDIMENT BASINS. F. PERFORM EARTHWORK AS REQUIRED FOR CONSTRUCTION. INSTALL DRAINAGE AND EROSION AND PERFORM EARTHWORK AS REQUIRED FOR CONSTRUCTION. INSTALL DRAINAGE AND EROSION AND SEDIMENTATION CONTROL MEASURES AS AREAS ARE BROUGHT TO GRADE. G. PERFORM FINE GRADING AND ESTABLISH PERMANENT VEGETATION ON COMPLETED AREAS. PERFORM FINE GRADING AND ESTABLISH PERMANENT VEGETATION ON COMPLETED AREAS. H. AFTER STABILIZATION, REMOVE SILT FENCING AND OTHER TEMPORARY MEASURES AS DIRECTED BY THE AFTER STABILIZATION, REMOVE SILT FENCING AND OTHER TEMPORARY MEASURES AS DIRECTED BY THE OWNER AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS. 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED ACCORDING TO THE CONTRACT ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED ACCORDING TO THE CONTRACT DRAWINGS AND SPECIFICATIONS. 5. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO: A. THE REMOVAL AND SATISFACTORY DISPOSAL OF TRAPPED OR DEPOSITED SEDIMENTS FROM BASINS, THE REMOVAL AND SATISFACTORY DISPOSAL OF TRAPPED OR DEPOSITED SEDIMENTS FROM BASINS, DEPOSITED SEDIMENTS FROM BASINS, TRAPS, BARRIERS, FILTERS, AND/OR DRAINAGE FEATURES/DEVICES; B. REPLACEMENT OF FILTER FABRICS USED FOR SILT FENCES UPON LOSS OF EFFICIENCY; AND REPLACEMENT OF FILTER FABRICS USED FOR SILT FENCES UPON LOSS OF EFFICIENCY; AND C. REPLACEMENT OF ANY OTHER COMPONENTS WHICH ARE DAMAGED OR CANNOT SERVE THE INTENDED USE.
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6. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3H:1V) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. C. BASINS, TRAPS, CHANNELS, AND DIVERSIONS SHALL BE LINED WITH ANCHORED ROLLED EROSION BASINS, TRAPS, CHANNELS, AND DIVERSIONS SHALL BE LINED WITH ANCHORED ROLLED EROSION PRODUCTS OR RIP RAP AND/OR VEGETATED UPON CONSTRUCTION. D. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 WORKING PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 7. A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, THE CERTIFICATE OF APPROVAL, AND LETTER OF APPROVAL ARE TO BE KEPT ON SITE (BY OWNER). 8. THE NPDES PERMIT (WITH A MINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS) ARE TO BE KEPT ON SITE AND A RAIN GAUGE IS TO BE INSTALLED AND MAINTAINED FOR RECORD KEEPING UNTIL THE PROJECT IS CLOSED OUT BY THE LAND QUALITY SECTION REGIONAL OFFICE. 9. UPON PROJECT COMPLETION, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE EROSION AND SEDIMENTATION CONTROL PLAN.
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STANDARD EMBANKMENT INSTALLATION SOILS AND MINIMUM COMPACTION REQUIREMENTS
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INSTALLATION TYPE
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BEDDING THICKNESS
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HAUNCH AND OUTER BEDDING
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LOWER SIDE
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TYPE 1
AutoCAD SHX Text D0/24"(600mm) MINIMUM, 0/24"(600mm) MINIMUM, /24"(600mm) MINIMUM, NOT LESS THAN 3"(75mm). IF ROCK FOUNDATION, USE D0/12"(300mm) MINIMUM, 0/12"(300mm) MINIMUM, /12"(300mm) MINIMUM, NOT LESS THAN 6"(150mm).
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95% SW, SP, GW, GP
AutoCAD SHX Text 90% SW, SP, GW, GP; 95% ML, SM, GM OR GC, SC WITH <20% PASSING NO.200 SIEVE; OR 100% CL, MH, SC, GC, CH.
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TYPE 2
AutoCAD SHX Text D0/24"(600mm) MINIMUM, 0/24"(600mm) MINIMUM, /24"(600mm) MINIMUM, NOT LESS THAN 3"(75mm). IF ROCK FOUNDATION, USE D0/12"(300mm) MINIMUM, 0/12"(300mm) MINIMUM, /12"(300mm) MINIMUM, NOT LESS THAN 6"(150mm).
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90% SW, SP, GW, GP; OR 95% ML, SM, GM OR GC, SC WITH <20% PASSING NO.200 SIEVE
AutoCAD SHX Text 85% SW, SP, GW, GP; 90% ML, SM, GM OR GC, SC WITH <20% PASSING NO.200 SIEVE; OR 95% CL, MH, SC, GC, CH.
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TYPE 3
AutoCAD SHX Text D0/24"(600mm) MINIMUM, 0/24"(600mm) MINIMUM, /24"(600mm) MINIMUM, NOT LESS THAN 3"(75mm). IF ROCK FOUNDATION, USE D0/12"(300mm) MINIMUM, 0/12"(300mm) MINIMUM, /12"(300mm) MINIMUM, NOT LESS THAN 6"(150mm).
AutoCAD SHX Text 85% SW, SP, GW, GP; 90% ML, SM, GM OR GC, SC WITH <20% PASSING NO.200 SIEVE; OR 95% CL, MH, SC, GC, CH
AutoCAD SHX Text 85% SW, SP, GW, GP; 90% ML, SM, GM OR GC, SC WITH <20% PASSING NO.200 SIEVE; OR 95% CL, MH, SC, GC, CH.
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TYPE 4
AutoCAD SHX Text NO BEDDING REQUIRED, EXCEPT IF ROCK FOUNDATION, USE D0/12"(300mm) MINIMUM, 0/12"(300mm) MINIMUM, /12"(300mm) MINIMUM, NOT LESS THAN 6"(150mm).
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NO COMPACTION REQUIRED, EXCEPT IF CL, MH, SC, GC, CH USE 85%.
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NO COMPACTION REQUIRED, EXCEPT IF CL, MH, SC, GC, CH USE 85%.
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CULVERT SCHEDULE
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NO.
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SIZE
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LENGTH (FT)
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INV. OUT (FEET)
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SLOPE (%)
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REMARKS
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15" RCP (CLASS III)
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SILT FENCE
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EC1
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STONE FILTER FENCE
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CONCRETE PIPE INSTALLATION
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14 N. Boylan Avenue, Raleigh NC 27603
SC COA NO. C01488
919.828.0577
PROJECT TITLE:
DRAWING TITLE:
REV. DATE DESCRIPTION
DESIGNED:
DRAWN:
APPROVED:
PROJECT NO:
SCALE:
FILENAME:
PREPARED BY:
PREPARED FOR:
SHEET NUMBER: DRAWING NUMBER:
DATE:
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Electronic files are instruments of service provided by Smith Gardner, Inc. for the convenience of the intended recipient(s), and no warranty is either expressed or implied. Any reuse or redistribution of this document in whole or part without the written authorization of Smith Gardner, Inc., will be at the sole risk of the recipient. If there is a discrepancy between the electronic files and the signed and sealed hard copies, the hard copies shall govern. Use of any electronic files generated or provided by Smith Gardner, Inc., constitutes an acceptance of these terms and conditions.
© 2025 Smith Gardner, Inc.
NC LIC. NO. F-1370
1526 Richland St., Columbia SC 29201
SMITH
GARDNER
EROSION AND SEDIMENTATION
CONTROL DETAILS
(SHEET 2 OF 2)
CAMDEN 23-1
AS SHOWN
JAN. 2024
CUMBERLAND-D0282
7 EC2
6/9/2025
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PREPARED SUBGRADE
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TYPE GT-S GEOTEXTILE
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8" (MIN.) CLASS II NCDOT AGGREGATE BASE COURSE
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4" I 19.OC BASE COURSE
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PREPARED SUBGRADE
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10" (MIN.) CLASS II NCDOT AGGREGATE BASE COURSE
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PREPARED SUBGRADE
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TYPE GT-S GEOTEXTILE
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11" 4,500 PSF CONCRETE PAVEMENT
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PREPARED SUBGRADE
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TYPE GT-S GEOTEXTILE
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12" (MIN.) CLASS II NCDOT AGGREGATE BASE COURSE
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NOT TO SCALE
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ASPHALT PAVEMENT
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EC2
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DETAIL
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NOT TO SCALE
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ASPHALT PAVEMENT - PARKING AREA
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EC2
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CONCRETE PAVEMENT
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EC2
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GRAVEL PAVEMENT
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EC2
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DETAIL
AutoCAD SHX Text STONE FILTER FENCE: 1. INSPECT STONE FILTER FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED INSPECT STONE FILTER FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. SHOULD THE MESH HARDWARE CLOTH, POST, OR STONE OF A STONE FILTER FENCE COLLAPSE, TEAR, MOVE, SHOULD THE MESH HARDWARE CLOTH, POST, OR STONE OF A STONE FILTER FENCE COLLAPSE, TEAR, MOVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS WHEN HALF OF THE STONE OUTLET IS COVERED TO ENSURE DEWATERING REMOVE SEDIMENT DEPOSITS WHEN HALF OF THE STONE OUTLET IS COVERED TO ENSURE DEWATERING DURING THE NEXT RAIN EVENT. TAKE CARE TO AVOID UNDERMINING THE STONE FILTER FENCE DURING CLEANOUT. 4. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. THE STONE HEIGHT MUST BE AT LEAST 12 INCHES REPLACE STONE AS NEEDED TO ENSURE DEWATERING. THE STONE HEIGHT MUST BE AT LEAST 12 INCHES HIGH AND THERE MUST BE AT LEAST 12 INCHES OF SEPARATION BETWEEN THE TOP OF THE MESH HARDWARE CLOTH AND THE TOP OF THE STONE. 5. REMOVE ALL STONE FILTER FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA REMOVE ALL STONE FILTER FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
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SEEDING SCHEDULE
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MATERIAL
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SEED TYPE
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APPLICATION RATE
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LIME
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4,000 LBS/ACRE
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FERTILIZER (10-10-10)
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1,000 LBS/ACRE
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SEED PERMANENT (SEE NOTE 4)
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KENTUCKY 31 TALL FESCUE SERICEA LESPEDEZA KOBE LESPEDEZA SEASONAL NURSE CROP
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250 LBS/ACRE 30 LBS/ACRE 10 LBS/ACRE SEE NOTE 2
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TEMPORARY
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SEASONAL NURSE CROP
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SEE NOTE 2
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MULCH
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4,000-5,000 LBS/ACRE
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BINDER
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400 GALLONS/ACRE
AutoCAD SHX Text NOTES: 1. APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY A SOIL TEST. 2. USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: APRIL 15 - AUGUST 15 10 LBS/ACRE GERMAN MILLET OR 10 LBS/ACRE GERMAN MILLET OR 15 LBS/ACRE SUDANGRASS AUGUST 16 - APRIL 14 25 LBS/ACRE RYE (GRAIN) 25 LBS/ACRE RYE (GRAIN) 3. FROM SEPTEMBER 1 - MARCH 1, USE UNSCARIFIED SERICEA SEED.FROM SEPTEMBER 1 - MARCH 1, USE UNSCARIFIED SERICEA SEED.
AutoCAD SHX Text SPECIFICATIONS: 1. GENERAL: GENERAL: THE CONTRACTOR SHALL ESTABLISH A SMOOTH, HEALTHY, UNIFORM, CLOSE STAND OF GRASS FROM THE SPECIFIED SEED. PRIOR TO REVEGETATION, THE CONTRACTOR SHALL ADEQUATELY TEST THE SOILS TO BE REVEGETATED TO THE CONTRACTOR SHALL ADEQUATELY TEST THE SOILS TO BE REVEGETATED TO ENSURE THE ADEQUACY OF THE SPECIFIED REQUIREMENTS. ANY MODIFICATIONS TO THESE REQUIREMENTS DEEMED NECESSARY AFTER THE REVIEW OF SOIL TEST RESULTS, SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE. THE ENGINEER WILL PERFORM THE OBSERVATIONS TO DETERMINE WHEN SUCCESSFUL REVEGETATION IS ACHIEVED. 2. SOIL PREPARATION: SOIL PREPARATION: A. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED SOON AFTER PREPARATION. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED SOON AFTER PREPARATION. B. LOOSEN SURFACE TO MINIMUM DEPTH OF FOUR (4) INCHES. LOOSEN SURFACE TO MINIMUM DEPTH OF FOUR (4) INCHES. C.
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