Plan_Set_-_Little_Creek.pdf
PDF 20 MB Posted
- Solicitation number
- IFB #25046
- Issued by
- Greenville County, South Carolina
About this file
The provided document is a comprehensive plan set for the Little Creek Stream Improvement and Riparian Area Reclamation project in Greenville County, South Carolina, prepared by Woolpert engineering firm. The plan set includes detailed engineering and design drawings for a 6.5-acre stream restoration and reforestation effort along a tributary of the Reedy River watershed. The project is located near the intersection of Plano Drive and Vinson Drive and involves a one-sided 1,000-foot and two-sided 400-foot stream restoration. The drawings cover multiple aspects of the project, including site plans, erosion control plans, construction sequencing, cross-sections, stream feature details, matting specifications, planting plans, and landscape designs.
The project is funded through the South Carolina Office of Resilience (SCOR) ARPA-Funded Stormwater Infrastructure Program (ASIP) grant, focusing on stream restoration and riparian forest establishment on previously acquired floodplain buyout properties. The restoration work includes advanced environmental engineering techniques such as bank grading, soil lifts, coir and turf reinforcement matting, boulder walls, bank toe treatments, and instream features like cross vanes, boulder riffles, stream drops, and various vane configurations. The plan set is marked as preliminary and not for construction, indicating that final permits and approvals are still pending. The project aims to improve flood risk management, enhance ecological conditions, and restore the natural stream ecosystem in the designated area.
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REVISIONDATENo.
SITE PLAN VICINITY MAP SHEET INDEX
PROJECT No.:
SOUTH CAROLINA
PRELIMINARY
NOT FOR
CONSTRUCTION
PROJECT AREA
GREENVILLE COUNTY
C.000
514 Pettigru Street Greenville, SC 29601 864.252.3705
FAX: 864.421.9909
LITTLE CREEK STREAM RESTORATION AND
RIPARIAN AREA RECLAMATION
C.
C.
PLA
NO
D R.
VINSON DR.
D
EL
TA
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R
LONG FOREST DR.
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GENERAL NOTESLEGEND SEDIMENT AND EROSION CONTROL NOTES
SITE DATA
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NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
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NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
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NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
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NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
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2.0'
2.0'
MATTING SECTIONS
MEET, INSTALL TIGHT
TO ONE ANOTHER.
48" UNDERLAYMENT SEAM
INSTALLED 2.0' UNDER EITHER
SIDE OF THE MATTING.
1.5' U-ANCHORS INSTALLED IN 3'
INCREMENTS THE LENGTH OF
THE LONGITUDINAL SEAM.
INSTALL SO THAT THE ANCHOR
PENETRATES THROUGH BOTH
MATTING SECTIONS
VEGETATED CONCRETE
BLOCK MATTING
SUBSEQUENT MATTING PANELS AND
UNDERLAY ARE SHINGLED 1.5' UNDER
PREVIOUS PANEL.
NOTES
1. THE RIVER BANK SUBGRADE MUST BE STABLE, UNIFORMLY GRADED AND FREE OF ROCKS, ROOTS AND OTHER DEBRIS.
2. SITE SPECIFIC SEED MIXES, INCLUDING NATIVE GRASSES, SHOULD BE INSTALLED ON THE PREPARED SUBGRADE PRIOR TO INSTALLING
THE MATTING.
3. THE TOP EDGE OF THE MATTING SHOULD BE A MINIMUM OF 3.0' ABOVE THE EXPECTED HIGH WATER ELEVATION OF THE RIVER AND THE BOTTOM EDGE SHOULD BE A MINIMUM OF 4.0' BELOW THE EXPECTED LOW WATER ELEVATION. FOR APPLICATION WHERE WATER AND
DEPTH IS BELOW 4.0', BANK SHOULD EXTEND 2.0' PAST THE TOE.
4. FOR WIDTH WIDER THAN WAHT US AVAILABLE, BRIDGE WITH 4.0' UNDERLAYMENT (2.0' UNDER EACH MAT) AND ABUT TIGHTLY TOGETHER.
SECURRING SEAM WITH U-ANCHORS OR PERCUSSIVE FRIVEN EARTH ANCHORS.
5. THE INITIAL LEADING EDGE OF THE MATTTING EXPOSED TO FLOW SHAL BE EMBEDDED 2.0' VERTICALLY BEYOND THE ANTICIPATED SCOUR
POINT. THE ANCHOR TRENCH SHALL BE FILLED AND COMPACTED WITH RIFFLE MATERIAL.
6. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 1.5' FROM THE END OF THE UPSTREAM MAT, WITH THE DOWNSTREAM SECTION LAYED IN A SHALLOW TRENCH. USE PERCUSSIVE DRIVEN EARTH ANHORS IN THE STREAM BED TO SECURE THE
MATTING.
7. REFER TO MANUFACTURER RECOMENDATIONS FOR STAKING PATTERN, WHICH MAY INCLUDE A MIX OF 1.5' REBAR U ANCHORS AND
PERCUSSIVE DRIVEN EARTH ANCHORS.
8. AT THE END OF EACH ARMORED STREAMBANK SECTION, EMBED THE MAT 2.0' PAST THE ANTIPATED SCOUR POINT IN A TERMINATION TENCH. THE MATTING SHALL BE ACHORED AND THE TENCH SHALL BE FILLED AND COMPACTED WITH A SUITABLE FILL MATERIAL.
NOTES:
1. RIPRAP SHALL BE CLASS B UNLESS OTHERWISE NOTED.
2. 8 OUNCE NONWOVEN GEOTEXTILE SHALL BE INSTALLED AS SHOWN.
3. GEOTEXTILE SHALL BE ANCHORED AS SHOWN.
4. GRADE TO TOP OF BANK AT 3:1 UNLESS OTHERWISE SHOWN IN PLANS.
5. IF DURING THE PROJECT, THE RIRAP BECOMES SILTED IN, INCLUDE THE AREA IN THE
RIPARIAN PLANTING PLAN.
6. TOP DRESSING AND MINOR PATCHING OF THE SYSTEM IS EXPECTED AND SHOULD BE
CONSIDERED INCIDENTAL TO THE COST OF INSTALLATION.
EXISTING GRADE EXISTING GRADE
1'
1'
WIDTH AS SHOWN IN PLANS
WIDTH AS SHOWN IN PLANS
2.0 TIMES MAXIMUM
RIPRAP DAIMETER
WITH 2' MINIMUM
NONWOVEN GEOTEXTILE
CLASS B
RIPRAP
REBAR
U-ANCHOR
0.5' OF TOPSOIL
COVER FOR
VEGETATION
ESTABLISHMENT
SECTION VIEW
DUCKBILL PDEA
(SEE DETAIL)
BASE FLOW WATER SURFACE ELEV.
2.0 TIMES MAXIMUM
RIPRAP DAIMETER
WITH 2' MINIMUM
CONTINUOUS STREAM TOE AS SHOWN IN PLANS
LENGTH AS SHOWN ON PLANS
(LENGTH INCLUDES TOE ROCK)
BANKFULL
0.2-0.4'
STREAMBED
NONWOVEN GEOTEXTILE
DUCKBILL PDEA
(SEE DETAIL)
CLASS B
RIPRAP
TOE ROCK
(SEE DETAIL)
(GRADE STREAMBANK
AS SHOWN IN PLANS)
TIE INTO GRADE AT
3:1 SLOPE
EXISTING
GRADE
LONGITUDINAL VIEW
OUTLET CHANNEL PROTECTION
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File details come from the government source that posted it. Updated .