ATTACHMENT_B_Reevesville_Water_Line_Improvements_Drawings.Stamped_For_Bids.pdf

R E

E V

E S

V

IL

LE

W

A T

E R

L

IN

E

IM

P R

O V

E M

E N

T S

G E

N E

R A

L N

O T

E S

A N

D D

R A

W

IN

G S

I N

D E

X D

O R

C H

E S

T E

R C

O U

N T

Y W

A T

E R

A N

D S

E W

E R

D E

P A

R T

M E

N T

G01

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text No. 29604

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

TOWN OF REEVESVILLE DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text

DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

JUNE 2023 CR CR SL/MCM JC/OW

AutoCAD SHX Text DRAWING INDEX DRAWING NUMBER DRAWING TITLE DRAWING TITLE GENERAL - COVER SHEET COVER SHEET G01.............................................GENERAL NOTES AND DRAWING INDEX G02............................................ EROSION AND CONTROL NOTES AND DETAILS EROSION AND CONTROL NOTES AND DETAILS G03............................................ EROSION AND CONTROL NOTES AND DETAILS EROSION AND CONTROL NOTES AND DETAILS 8-INCH WATER MAIN C01............................................ BLOSSOM ST PLAN - STA 0+00 T0 STA 11+09 BLOSSOM ST PLAN - STA 0+00 T0 STA 11+09 C02............................................ MAIN ST PLAN - STA 0+00 T0 STA 17+42 MAIN ST PLAN - STA 0+00 T0 STA 17+42 REEVES ST PLAN - STA 0+00 TO STA 5+00 C03............................................ REEVES ST PLAN - STA 5+00 T0 STA 18+00 REEVES ST PLAN - STA 5+00 T0 STA 18+00 C04............................................ REEVES ST PLAN - STA 18+00 T0 STA 21+50 REEVES ST PLAN - STA 18+00 T0 STA 21+50 HEATON ST PLAN - STA 21+50 TO 32+30 C05............................................ PLAN AND PROFILE - STA 16+75 T0 STA 19+75 PLAN AND PROFILE - STA 16+75 T0 STA 19+75 C06............................................JOHNSTON AVENUE - STA 0+00 TO STA 4+94 D01............................................ STANDARD DETAILS STANDARD DETAILS D02............................................ STANDARD DETAILS STANDARD DETAILS D03............................................TRAFFIC CONTROL DETAILS D04............................................TRAFFIC CONTROL DETAILS

AutoCAD SHX Text

- RIGHT-OF-WAY

AutoCAD SHX Text

- SEWER MANHOLE

AutoCAD SHX Text

- CONTOUR LINE

AutoCAD SHX Text

AutoCAD SHX Text

- FENCE

AutoCAD SHX Text

- OVERHEAD POWER

AutoCAD SHX Text

- SEWER LINE

AutoCAD SHX Text

- WATER LINE

AutoCAD SHX Text S

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

- SEWER VALVE

AutoCAD SHX Text

- GAS LINE

AutoCAD SHX Text

- FIBER OPTIC

AutoCAD SHX Text

- TELEPHONE LINE

AutoCAD SHX Text

- EDGE OF WOODS

AutoCAD SHX Text

- POWER POLE

AutoCAD SHX Text

- GUY WIRE

AutoCAD SHX Text

- TELEPHONE PEDESTAL

AutoCAD SHX Text

- MAILBOX

AutoCAD SHX Text T

AutoCAD SHX Text

MB

AutoCAD SHX Text

- STORM DRAIN MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND ALL APPLICABLE PERMITS. 2. HORIZONTAL DATUM IS NAD 83, STATE PLANE COORDINATES. HORIZONTAL DATUM IS NAD 83, STATE PLANE COORDINATES. ALL VERTICAL DATUM (ELEVATIONS) ARE NAVD88. 3. LOCATION SHOWN FOR UNDERGROUND UTILITIES AND LOCATION SHOWN FOR UNDERGROUND UTILITIES AND STRUCTURES ARE BASED ON FIELD SURVEYS, DORCHESTER COUNTY GIS, AND RECORD DRAWINGS. THESE LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR BOTH HORIZONTALLY AND VERTICALLY. CALL “PALMETTO UTILITY PALMETTO UTILITY PROTECTION SERVICE” (PUPS) (811 OR 888-721-7877) AT (PUPS) (811 OR 888-721-7877) AT LEAST 3 WORKING DAYS PRIOR TO DIGGING FOR LOCATION ASSISTANCE. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES, WHETHER THEY ARE A MEMBER OF PUPS OR NOT, PRIOR TO DIGGING. 4. CONTRACTOR TO LOCATE UTILITIES IN ADVANCE OF WORK CONTRACTOR TO LOCATE UTILITIES IN ADVANCE OF WORK TO DETERMINE THE MATERIAL, EXACT SIZE, DEPTH, AND LOCATION. 5. WHERE RESTRAINED JOINT PIPE IS CALLED FOR, PIPE WHERE RESTRAINED JOINT PIPE IS CALLED FOR, PIPE DEFLECTION CANNOT EXCEED A MAXIMUM OF ONE (1) DEGREE PER JOINT OR PER PIPE MANUFACTURER'S RECOMMENDATIONS. 6. ALL AREAS DISTURBED BEYOND INDICATED LIMITS OF ALL AREAS DISTURBED BEYOND INDICATED LIMITS OF DISTURBANCE SHALL BE RESTORED TO PRE-EXISTING CONDITIONS REGARDLESS OF AREA AFFECTED AT NO ADDITIONAL COST TO DCWS. 7. WHEN FIELD CUTTING OF PIPE IS NECESSARY, THE WHEN FIELD CUTTING OF PIPE IS NECESSARY, THE CONTRACTOR SHALL CUT PIPE WITH A PIPE SAW IN ACCORDANCE WITH APPLICABLE AWWA AND ASTM REQUIREMENTS. FIELD WELDING OR TORCH-CUTTING ARE PROHIBITED. 8. FLOWABLE FILL SHALL BE USED AS BACK FILL MATERIAL FLOWABLE FILL SHALL BE USED AS BACK FILL MATERIAL FOR ALL ROADWAY CROSSINGS AND FOR EXCAVATION WITHIN 5 FEET FROM EDGE OF PAVEMENT FOR HIGH VOLUME ROADWAYS AND/OR WITHIN 3 FEET OF EDGE OF PAVEMENT FOR LOW VOLUME ROADWAYS 9. ALL ABANDONED LINES SHOULD BE FILLED WITH FLOWABLE ALL ABANDONED LINES SHOULD BE FILLED WITH FLOWABLE FILL PER SCDOT REQUIREMENTS. 10. ALL UTILITY LINES CROSSINGS UNDER STATE ROADWAYS ALL UTILITY LINES CROSSINGS UNDER STATE ROADWAYS MUST BE AT A MINIMUM DEPTH OF 48". 11. ALL WATER METERS AND AIR RELEASE VALVES SHALL BE ALL WATER METERS AND AIR RELEASE VALVES SHALL BE PLACED AT TEH RIGHT-OF-WAY LINE. 12. THE DEPTH OF UTILITY LINE MUST MEET THE MINIMUM THE DEPTH OF UTILITY LINE MUST MEET THE MINIMUM REQUIREMENTS PER THE UAM: 42" BELOW THE LOWEST POINT OF THE ROADWAY CROSS SECTION. THE ROADWAY CROSS SECTION INCLUDES ANY DRAINAGE AND/OR DITCHES OR SWALES. 13. IF THERE IS ANY DIGGING, EXCAVATING, TRENCHING, BORING, IF THERE IS ANY DIGGING, EXCAVATING, TRENCHING, BORING, ETC. WITHIN 500 FEET OF A SIGNALIZED INTERSECTION, THE PERMITTEE IS RESPONSIBLE FOR CONTACTING THE SCDOT TRAFFIC SIGNAL SHOP AT (843) 740-1668 BEFORE WORK BEGINS. 14. DRIVEWAYS THAT ARE IMPACTED BY OPEN-CUT DRIVEWAYS THAT ARE IMPACTED BY OPEN-CUT INSTALLATION METHOD, SHALL BE OVERLAID FOR THE FULL WIDTH WITHIN THE RIGHT OF WAY LIMITS WITH LIKE MATERIAL. 15. FINAL MILL AND OVERLAY SHALL BE 5' ON EACH SIDE OF FINAL MILL AND OVERLAY SHALL BE 5' ON EACH SIDE OF THE ROAD CUT AND EXTEND THE FULL LANE WIDTH. IF CUT ENCROACHES ON MORE THAN ONE LANE, THEN FINAL MILL AND OVERALL WILL EXTEND THE FULL WIDTH OF SECOND LANE. IF ROAD CUT IS IN THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE MILLED AND OVERLAID RADIUS TO RADIUS. 16. FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF 10 FEET FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF 10 FEET FROM THE EDGE OF THE PAVEMENT AND/OR BEHIND DITCH LINES. 17. BORE PITS SHOULD HAVE A MINIMUM OF 5 FEET FROM THE BORE PITS SHOULD HAVE A MINIMUM OF 5 FEET FROM THE ROADWAY AND ANY ENCASEMENTS SHALL EXTEND 6 FEET BEYOND THE EDGE OF PAVEMENT. 18. ANY AND ALL VENTS INSTALLED FOR CASING PIPE MUST BE ANY AND ALL VENTS INSTALLED FOR CASING PIPE MUST BE LOCATED AT THE RIGHT-OF-WAY LINE.

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION OPERATIONS: 1. NO WORK TO BE PERFORMED PRIOR TO RECEIPT OF NO WORK TO BE PERFORMED PRIOR TO RECEIPT OF NPDES COVERAGE FROM SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC). 2. CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO ANY COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL CONTACT THE SCDHEC REGIONAL CONTRACTOR SHALL CONTACT THE SCDHEC REGIONAL EA OFFICE LISTED BELOW PRIOR TO STARTING ANY LAND-DISTURBING ACTIVITIES. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE SOUTH CAROLINA NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SCR100000. LOWCOUNTRY EA CHARLESTON 1362 McMILLAN AVENUE, SUITE 300 CHARLESTON, SC 29405 (843) 953-0150 4. INSTALL EROSION AND SEDIMENTATION CONTROL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE CONTRACT DRAWINGS. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ALL EROSION AND SEDIMENTATION CONTROL MEASURES HAVE BEEN INSTALLED AROUND CONSTRUCTION AREAS. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS BETWEEN THE DISTURBED AREA AND ALL WATERS OF THE STATE (WoS). A 10-FOOT BUFFER SHALL BE MAINTAINED WHERE POSSIBLE BETWEEN THE SILT FENCE AND THE WoS. 5. ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED AS SHOWN ON THE CONTRACT DRAWINGS. CONTRACTOR LAYDOWN/STOCKPILE/CONCRETE WASHOUT AREAS SHALL BE LOCATED AS SHOWN ON THE CONTRACT DRAWINGS. 6. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES.ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING. TRENCHES SHALL BE BACKFILLED AT END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING MEASURES AS NECESSARY. 7. EARTHWORK EXCAVATION AND FILL OPERATIONS SHALL EARTHWORK EXCAVATION AND FILL OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ALL EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH A SEDIMENT FILTERING DEVICE PRIOR TO DISCHARGE. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE. TOPSOIL STOCKPILE SHALL HAVE PERIMETER EROSION CONTROL MEASURES INSTALLED AND SEEDED WITH TEMPORARY SEEDING MEASURES DURING CONSTRUCTION ACTIVITIES. 8. STORM DRAINAGE DITCHES SHALL BE PROTECTED WITH STORM DRAINAGE DITCHES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES AT ALL TIMES. POSITIVE STORMWATER DRAINAGE AWAY FROM CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 9. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT WHERE STABILIZATION MEASURES WOULD BE PRECLUDED BY SNOW OR FROZEN GROUND CONDITIONS, OR WHERE CONSTRUCTION ACTIVITY WILL BE RESUMED WITHIN 14 DAYS. 10. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL GRADING MAY BEGIN. 11. UPON COMPLETION OF FINAL GRADING, PERMANENT UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING, MULCHING, AND FERTILIZING MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ENTIRE SITE HAS BEEN STABILIZED. 12. ONCE PERMANENT STABILIZATION HAS OCCURRED AND ONCE PERMANENT STABILIZATION HAS OCCURRED AND APPROVED BY LOCAL AUTHORITIES, CONTRACTOR SHALL FILE A NOTICE OF TERMINATION (NOT) AS PER THE REQUIREMENTS OF THE SOUTH CAROLINA NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SCR100000. ANY AREAS DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED, AND FERTILIZED AS SPECIFIED IN THE CONTRACT DOCUMENTS.

AutoCAD SHX Text SEDIMENT AND EROSION CONTROL: 1. IF NECESSARY, SLOPES, WHICH EXCEED WIGHT (8) IF NECESSARY, SLOPES, WHICH EXCEED WIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2. STABILIZATION MEASURES SHALL BE INITIATED AS STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: WHERE STABILZIATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FORZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARILY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 3. ALL SEDIMENT AND EROSION CONTROL DEVICES ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION. 4. PROVIDE SILT FENCE AND/OR OTHER CONTROL PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE (WoS). 5. ALL EROSION CONTROL DEVICES SHALL BE ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7. RESIDENTIAL SUBDIVISION REQUIRE EROSION RESIDENTIAL SUBDIVISION REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C. REG. 72-300 ET SEQ. AND SCR100000. 8. TEMPORARY DIVERSION BERMS AND/OR DITCHES TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 9. ALL WATERS OF THE STATE (WoS), INCLUDING ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS. 10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORMWATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORMWATER DISCHARGES. 11. A COPY OF THE SWPPP, INSPECTION RECORDS, AND A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. 12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE. 14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPs (SEDIMENT BASIN, FILTER BAG, ETC.). 15. THE FOLLOWING DISCHARGES FROM SITES ARE THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL; WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; FUELS OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. 16. AFTER CONSTRUCTION ACTIVITIES HAVE BEGUN, AFTER CONSTRUCTION ACTIVITIES HAVE BEGUN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. 17. IF EXISTING BMPs NEED TO BE MODIFIED OR IF IF EXISTING BMPs NEED TO BE MODIFIED OR IF ADDITIONAL BMPs ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPs MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. 18. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP INSPECTION PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE, THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

AutoCAD SHX Text

- NEW 12" WATER LINE

AutoCAD SHX Text

- NEW FIRE HYDRANT

AutoCAD SHX Text

- NEW GATE VALVE

AutoCAD SHX Text

- VALVE MARKER

AutoCAD SHX Text

VM

AutoCAD SHX Text

JULY 21, 2025

AutoCAD SHX Text

- CENTER LINE DRAINAGE DITCH

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

STANDARD DRAWING NO.

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

South Carolina Department of Health and Environmental Control

SEDIMENT TUBE SPACING

SEDIMENT TUBE INSTALLATION

PLAN SYMBOL

South Carolina Department of Health and Environmental Control

R E

E V

E S

V

IL

LE

W

A T

E R

L

IN

E

IM

P R

O V

E M

E N

T S

D O

R C

H E

S T

E R

C O

U N

T Y

W A

T E

R A

N D

S E

W E

R D

E P

A R

T M

E N

T

G02

E R

O S

IO

N

C O

N T

R O

L A

N D

N O

T E

S

AutoCAD SHX Text

MAXIMUM SPACING = 6 FT.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

BACKFILL TRENCH WITH COMPACTED EARTH

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

6-IN.

AutoCAD SHX Text

6-IN.

AutoCAD SHX Text

24-IN. (MINIMUM)

AutoCAD SHX Text

24-IN. (MINIMUM)

AutoCAD SHX Text

6-IN.

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

18-IN. TO 24-IN.

AutoCAD SHX Text

BURY FABRIC

AutoCAD SHX Text

USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SEE DETAILS

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

BURY FILTER FABRIC AT LEAST 12-INCHES

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text SC-03 Page 1 of 2

AutoCAD SHX Text

1.25 LB./LINEAR FT. STEEL POSTS

AutoCAD SHX Text

HEAVY DUTY PLASTIC TIE FOR STEEL POSTS (RESTRICT TO TOP 8-INCHES OF FABRIC)

AutoCAD SHX Text

18-IN. TO 24-IN.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SILT FENCE - GENERAL NOTES

AutoCAD SHX Text

1. Do not place silt fence across channels or in other areas subject to concentrated flows. Silt fence should not Do not place silt fence across channels or in other areas subject to concentrated flows. Silt fence should not be used as a velocity control BMP. Concentrated flows are any flows greater than 0.5 cfs. 2. Maximum sheet or overland flow path length to the silt fence shall be 100-feet. Maximum sheet or overland flow path length to the silt fence shall be 100-feet. 3. Maximum slope steepness (normal [perpendicular] to the fence line) shall be 2:1. Maximum slope steepness (normal [perpendicular] to the fence line) shall be 2:1. 4. Silt fence joints, when necessary, shall be completed by one of the following options: Silt fence joints, when necessary, shall be completed by one of the following options: - Wrap each fabric together at a support post with both ends fastened to the post, with a 1-foot Wrap each fabric together at a support post with both ends fastened to the post, with a 1-foot minimum overlap; - Overlap silt fence by installing 3-feet passed the support post to which the new silt fence roll is Overlap silt fence by installing 3-feet passed the support post to which the new silt fence roll is attached. Attach old roll to new roll with heavy-duty plastic ties; or, - Overlap entire width of each silt fence roll from one support post to the next support post. Overlap entire width of each silt fence roll from one support post to the next support post. 5. Attach filter fabric to the steel posts using heavy-duty plastic ties that are evenly spaced within the top Attach filter fabric to the steel posts using heavy-duty plastic ties that are evenly spaced within the top 8-inches of the fabric. 6. Install the silt fence perpendicular to the direction of the stormwater flow and place the silt fence the proper Install the silt fence perpendicular to the direction of the stormwater flow and place the silt fence the proper distance from the toe of steep slopes to provide sediment storage and access for maintenance and cleanout. 7. Install Silt Fence Checks (Tie-Backs) every 50-100 feet, dependent on slope, along silt fence that is installed Install Silt Fence Checks (Tie-Backs) every 50-100 feet, dependent on slope, along silt fence that is installed with slope and where concentrated flows are expected or are documented along the proposed/installed silt fence.

AutoCAD SHX Text

HEAVY DUTY PLASTIC TIES

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

HEAVY DUTY PLASTIC TIES

AutoCAD SHX Text

SF

AutoCAD SHX Text

SF

AutoCAD SHX Text SC-03 PAGE 2 of 2

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

SILT FENCE - POST REQUIREMENTS

AutoCAD SHX Text

1. Silt Fence posts must be 48-inch long steel posts that meet, at a minimum, Silt Fence posts must be 48-inch long steel posts that meet, at a minimum, the following physical characteristics. - Composed of a high strength steel with a minimum yield strength of Composed of a high strength steel with a minimum yield strength of 50,000 psi. - Include a standard "T" section with a nominal face width of 1.38-inches Include a standard "T" section with a nominal face width of 1.38-inches and a nominal "T" length of 1.48-inches. - Weigh 1.25 pounds per foot ( 8%) Weigh 1.25 pounds per foot (± 8%)2. Posts shall be equipped with projections to aid in fastening of filter fabric. Posts shall be equipped with projections to aid in fastening of filter fabric. 3. Steel posts may need to have a metal soil stabilization plate welded near the Steel posts may need to have a metal soil stabilization plate welded near the bottom when installed along steep slopes or installed in loose soils. The plate should have a minimum cross section of 17-square inches and be composed of 15 gauge steel, at a minimum. The metal soil stabilization plate should be completely buried. 4. Install posts to a minimum of 24-inches. A minimum height of 1- to 2- Install posts to a minimum of 24-inches. A minimum height of 1- to 2- inches above the fabric shall be maintained, and a maximum height of 3 feet shall be maintained above the ground. 5. Post spacing shall be at a maximum of 6-feet on center.Post spacing shall be at a maximum of 6-feet on center.

AutoCAD SHX Text

SILT FENCE - FABRIC REQUIREMENTS

AutoCAD SHX Text

1. Silt fence must be composed of woven geotextile filter fabric that consists of Silt fence must be composed of woven geotextile filter fabric that consists of the following requirements: - Composed of fibers consisting of long chain synthetic polymers of at Composed of fibers consisting of long chain synthetic polymers of at least 85% by weight of polyolefins, polyesters, or polyamides that are formed formed into a network such that the filaments or yarns retain dimensional stability stability relative to each other; - Free of any treatment or coating which might adversely alter its physical Free of any treatment or coating which might adversely alter its physical properties after installation; - Free of any defects or flaws that significantly affect its physical and/or Free of any defects or flaws that significantly affect its physical and/or filtering properties; and, - Have a minimum width of 36-inches. Have a minimum width of 36-inches. 2. Use only fabric appearing on SC DOT's Qualified Products Listing (QPL), Use only fabric appearing on SC DOT's Qualified Products Listing (QPL), Approval Sheet #34, meeting the requirements of the most current edition of the SC DOT Standard Specifications for Highway Construction. 3. 12-inches of the fabric should be placed within excavated trench and toed in 12-inches of the fabric should be placed within excavated trench and toed in when the trench is backfilled. 4. Filter Fabric shall be purchased in continuous rolls and cut to the length of Filter Fabric shall be purchased in continuous rolls and cut to the length of the barrier to avoid joints. 5. Filter Fabric shall be installed at a minimum of 24-inches above the ground.Filter Fabric shall be installed at a minimum of 24-inches above the ground.

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

1. The key to functional silt fence is weekly inspections, routine maintenance, and The key to functional silt fence is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of silt fence shall be conducted once every calendar week Regular inspections of silt fence shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. Attention to sediment accumulations along the silt fence is extremely important. Attention to sediment accumulations along the silt fence is extremely important. Accumulated sediment should be continually monitored and removed when necessary. 4. Remove accumulated sediment when it reaches 1/3 the height of the silt Remove accumulated sediment when it reaches 1/3 the height of the silt fence. 5. Removed sediment shall be placed in stockpile storage areas or spread thinly Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated. 6. Check for areas where stormwater runoff has eroded a channel beneath the Check for areas where stormwater runoff has eroded a channel beneath the silt fence, or where the fence has sagged or collapsed due to runoff overtopping the silt fence. Install checks/tie-backs and/or reinstall silt fence, as necessary. 7. Check for tears within the silt fence, areas where silt fence has begun to Check for tears within the silt fence, areas where silt fence has begun to decompose, and for any other circumstance that may render the silt fence ineffective. Removed damaged silt fence and reinstall new silt fence immediately. 8. Silt fence should be removed within 30 days after final stabilization is achieved Silt fence should be removed within 30 days after final stabilization is achieved and once it is removed, the resulting disturbed area shall be permanently stabilized.

AutoCAD SHX Text

SILT FENCE - INSPECTION & MAINTENANCE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text SC-06 PAGE 1 of 2

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

6-INCH

AutoCAD SHX Text

100-FT. MIN.

AutoCAD SHX Text

24-FT. MIN.

AutoCAD SHX Text

AVERAGE STONE DIAMETER

AutoCAD SHX Text

PUBLIC ROAD

AutoCAD SHX Text

OF 2 TO 3-INCHES

AutoCAD SHX Text

WITH A 6-INCH MINIMUM DEPTH

AutoCAD SHX Text

UNDERLYING NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

EDGES SHALL BE TAPERED OUT

AutoCAD SHX Text

TOWARDS ROAD TO PREVENT

AutoCAD SHX Text

TRACKING OF MUD ON THE EDGES

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SPECIFICATION

AutoCAD SHX Text

ROCK PAD THICKNESS

AutoCAD SHX Text

ROCK PAD WIDTH

AutoCAD SHX Text

ROCK PAD LENGTH

AutoCAD SHX Text

ROCK PAD STONE SIZE

AutoCAD SHX Text

6 INCHES

AutoCAD SHX Text

24 FEET

AutoCAD SHX Text

D = 2-3 INCHES

AutoCAD SHX Text

100 FEET

AutoCAD SHX Text SC-06 PAGE 2 of 2

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

CONSTRUCTION ENTRANCE - GENERAL NOTES

AutoCAD SHX Text

1. Stabilized construction entrances should be used at all points Stabilized construction entrances should be used at all points where traffic will egress/ingress a construction site onto a public road or any impervious surfaces, such as parking lots. 2. Install a non-woven geotextile fabric prior to placing any Install a non-woven geotextile fabric prior to placing any stone. 3. Install a culvert pipe across the entrance when needed to Install a culvert pipe across the entrance when needed to provide positive drainage. 4. The entrance shall consist of 2-inch to 3-inch D50 stone The entrance shall consist of 2-inch to 3-inch D50 stone placed at a minimum depth of 6-inches. 5. Minimum dimensions of the entrance shall be 24-feet wide by Minimum dimensions of the entrance shall be 24-feet wide by 100-feet long, and may be modified as necessary to accommodate site constraints. 6. The edges of the entrance shall be tapered out towards the The edges of the entrance shall be tapered out towards the road to prevent tracking at the edge of the entrance. 7. Divert all surface runoff and drainage from the stone pad to Divert all surface runoff and drainage from the stone pad to a sediment trap or basin or other sediment trapping structure. 8. Limestone may not be used for the stone pad.Limestone may not be used for the stone pad.

AutoCAD SHX Text

1. The key to functional construction entrances is weekly The key to functional construction entrances is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of construction entrances shall be Regular inspections of construction entrances shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. During regular inspections, check for mud and sediment During regular inspections, check for mud and sediment buildup and pad integrity. Inspection frequencies may need to be more frequent during long periods of wet weather. 4. Reshape the stone pad as necessary for drainage and runoff Reshape the stone pad as necessary for drainage and runoff control. 5. Wash or replace stones as needed and as directed by site inspector. The stone in the entrance should be washed or replaced whenever the entrance fails to reduce the amount of mud being carried off-site by vehicles. Frequent washing will extend the useful life of stone pad. 6. Immediately remove mud and sediment tracked or washed Immediately remove mud and sediment tracked or washed onto adjacent impervious surfaces by brushing or sweeping. Flushing should only be used when the water can be discharged to a sediment trap or basin. 7. During maintenance activities, any broken pavement should be During maintenance activities, any broken pavement should be repaired immediately. 8. Construction entrances should be removed after the site has Construction entrances should be removed after the site has reached final stabilization. Permanent vegetation should replace areas from which construction entrances have been removed, unless area will be converted to an impervious surface to serve post-construction.

AutoCAD SHX Text

CONSTR. ENTRANCE - INSPECTION & MAINTENANCE

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

DATE

AutoCAD SHX Text SC-05 PAGE 1 of 2

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 2" x 2" wood stakes or 1.25 #/ft Steel Post

AutoCAD SHX Text 2.0' Minimum

AutoCAD SHX Text 2.0' Spacing (Typical) Continuous Along Tube

AutoCAD SHX Text 48" Minimum Length

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Stakes Placed at 2' Minimum Spacing

AutoCAD SHX Text

MAX. SEDIMENT TUBE SPACING

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 4%

AutoCAD SHX Text 3%

AutoCAD SHX Text 2%

AutoCAD SHX Text

LESS THAN 2%

AutoCAD SHX Text

50-FEET

AutoCAD SHX Text

40-FEET

AutoCAD SHX Text

30-FEET

AutoCAD SHX Text

25-FEET

AutoCAD SHX Text 5%

AutoCAD SHX Text 6%

AutoCAD SHX Text

GREATER THAN 6%

AutoCAD SHX Text

150-FEET

AutoCAD SHX Text

100-FEET

AutoCAD SHX Text

75-FEET

AutoCAD SHX Text

SEDIMENT TUBES

AutoCAD SHX Text

DATE

AutoCAD SHX Text SC-05 PAGE 2 of 2

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

SEDIMENT TUBES

AutoCAD SHX Text

SEDIMENT TUBES - GENERAL NOTES

AutoCAD SHX Text

1. Sediment tubes may be installed along contours, in drainage Sediment tubes may be installed along contours, in drainage conveyance channels, and around inlets to help prevent off-site discharge of sediment-laden stormwater runoff. 2. Sediment tubes are elongated tubes of compacted geotextiles, Sediment tubes are elongated tubes of compacted geotextiles, curled excelsior wood, natural coconut fiber, or hardwood mulch. Straw, pine needle, and leaf mulch-filled sediment tubes are not permitted. 3. The outer netting of the sediment tube should consist of The outer netting of the sediment tube should consist of seamless, high-density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high-density polyethylene non-degradable material. 4. Sediment tubes, when used as checks within channels, should Sediment tubes, when used as checks within channels, should range between 18-inches and 24-inches depending on channel dimensions. Diameters outside this range may be allowed where necessary when approved. 5. Curled excelsior wood, or natural coconut products that are Curled excelsior wood, or natural coconut products that are rolled up to create a sediment tube are not allowed. 6. Sediment tubes should be staked using wooden stakes (2-inch Sediment tubes should be staked using wooden stakes (2-inch X 2-inch) or steel posts (standard "U" or "T" sections with a minimum weight of 1.25 pounds per foot) at a minimum of 48-inches in length placed on 2-foot centers. 7. Install all sediment tubes to ensure that no gaps exist Install all sediment tubes to ensure that no gaps exist between the soil and the bottom of the tube. Manufacturer's recommendations should always be consulted before installation. 8. The ends of adjacent sediment tubes should be overlapped The ends of adjacent sediment tubes should be overlapped 6-inches to prevent flow and sediment from passing through the field joint. 9. Sediment tubes should not be stacked on top of one another, Sediment tubes should not be stacked on top of one another, unless recommended by manufacturer. 10. Each sediment tube should be installed in a trench with a Each sediment tube should be installed in a trench with a depth equal to 1/5 the diameter of the sediment tube. 11. Sediment tubes should continue up the side slopes a minimum Sediment tubes should continue up the side slopes a minimum of 1-foot above the design flow depth of the channel. 12. Install stakes at a diagonal facing incoming runoff.

AutoCAD SHX Text

1. The key to functional sediment tubes is weekly inspections, The key to functional sediment tubes is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of sediment tubes shall be conducted once Regular inspections of sediment tubes shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. Attention to sediment accumulations in front of the sediment Attention to sediment accumulations in front of the sediment tube is extremely important. Accumulated sediment should be continually monitored and removed when necessary. 4. Remove accumulated sediment when it reaches 1/3 the height Remove accumulated sediment when it reaches 1/3 the height of the sediment tube. 5. Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated. 6. Large debris, trash, and leaves should be removed from in Large debris, trash, and leaves should be removed from in front of tubes when found. 7. If erosion causes the edges to fall to a height equal to or If erosion causes the edges to fall to a height equal to or below the height of the sediment tube, repairs should be made immediately to prevent runoff from bypassing tube. 8. Sediment tubes should be removed after the contributing Sediment tubes should be removed after the contributing drainage area has been completely stabilized. Permanent vegetation should replace areas from which sediment tubes have been removed.

AutoCAD SHX Text

SEDIMENT TUBES - INSPECTION & MAINTENANCE

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text No. 29604

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

TOWN OF REEVESVILLE DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text

DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

JUNE 2023 CR CR SL JC/OW

JULY 21, 2025

TEMPORARY STOCKPILE

South Carolina Department of Health and Environmental Control

DATE

TEMPORARY STOCKPILE AREA

R E

E V

E S

V

IL

LE

W

A T

E R

L

IN

E

IM

P R

O V

E M

E N

T S

D O

R C

H E

S T

E R

C O

U N

T Y

W A

T E

R A

N D

S E

W E

R D

E P

A R

T M

E N

T

G03

E R

O S

IO

N

C O

N T

R O

L A

N D

N O

T E

S

AutoCAD SHX Text SC-15 PAGE 1 of 1

AutoCAD SHX Text

STANDARD DRAWING NO.

AutoCAD SHX Text

FEBRUARY 2014

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text NOTES: 1. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR A SLOP THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE DOWN-GRADIENT AREA. 2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED. 3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR PERMANENTLY STABILIZED. 4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.

AutoCAD SHX Text 3:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text

SILT FENCE (SEE DETAIL)

AutoCAD SHX Text

SOIL/SEDIMENT STOCKPILE AREA

AutoCAD SHX Text

ORIGINAL GROUND SURFACE

AutoCAD SHX Text

10" (TYP.)

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text No. 29604

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

TOWN OF REEVESVILLE DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text

DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

JUNE 2023 CR CR SL JC/OW

AutoCAD SHX Text

JULY 21, 2025

SEEDING SCHEDULE (NON-WETLAND) SCHEDULE NO. COMMON SEED NAME APPLICATION RATE PLANTING DATES COMMON SEED NAME APPLICATION RATE PLANTING DATES APPLICATION RATE PLANTING DATES PLANTING DATES (lb/acre) TEMPORARY 1 Rye (grain) or 56 Sept 1 - March 15 Rye (grain) or 56 Sept 1 - March 15 56 Sept 1 - March 15 Sept 1 - March 15 Rye (oats) 75 75 2 Rye (grass) 50 Sept 1 - April 15Rye (grass) 50 Sept 1 - April 1550 Sept 1 - April 15Sept 1 - April 153 Browntop Millet or 40 Mar 1 - August 31Browntop Millet or 40 Mar 1 - August 3140 Mar 1 - August 31Mar 1 - August 31Japaneses Millet 40 40 NOTES 1. Add 3,000 LB/AC straw mulch. Add 3,000 LB/AC straw mulch. PERMANENT 1 Rye (grain) 10 Sept 1 - Nov 15 Rye (grain) 10 Sept 1 - Nov 15 10 Sept 1 - Nov 15 Sept 1 - Nov 15 Bahia Grass 40 40 Clover, Crimson (annual) 5 5 2 Browntop Millet 10 Mar 15 - Aug 31 Browntop Millet 10 Mar 15 - Aug 31 10 Mar 15 - Aug 31 Mar 15 - Aug 31 Bahia Grass 20 20 Common Bermuda (hulled) 6 6 Sericea Lespedeza 40 40 NOTES 1. Add 3,000 LB/AC ground course textured agricultural limestone. Add 3,000 LB/AC ground course textured agricultural limestone. 2. Add 1,000 LB/AC 10-10-10 fertilizer. Add 1,000 LB/AC 10-10-10 fertilizer. 3. Add 4,000 LB/AC straw mulch. Add 4,000 LB/AC straw mulch. Application Method Ground Slope Ground Slope Broadcast Seeding 0 - 2% 0 - 2% (Unmulched) Broadcast Seeding 2 - 10% 2 - 10% (Mulched) Hydroseeding Greater than 10% Greater than 10%Greater than 10%

E V

E S

V

IL

LE

W

A T

E R

L

IN

E

IM

P R

O V

E M

E N

T S

R E

E V

E S

S T

P

LA

N S

S T

A

+0

- 1 1+

D

O R

C H

E S

T E

R C

O U

N T

Y W

A T

E R

A N

D S

E W

E R

D E

P A

R T

M E

N T

C05REEVES ST

STA 5+00 - 11+00

AutoCAD SHX Text

REEVES STREET (S-18-18) 66' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text

REEVES STREET (S-18-18) 66' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text 33 R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text 33' R/W

AutoCAD SHX Text

SCDOT DOCKET 18.289

AutoCAD SHX Text

SCDOT DOCKET 18.289

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

IPF 5/8" RBR

AutoCAD SHX Text

IPF 5/8" RBR

AutoCAD SHX Text

15" RCP TOP: 106.23'

AutoCAD SHX Text

15" RCP TOP: 105.13'

AutoCAD SHX Text

48" RCP TOP: 103.11'

AutoCAD SHX Text

48" RCP TOP: 102.58'

AutoCAD SHX Text

48" RCP TOP: 102.17'

AutoCAD SHX Text

48" RCP TOP: 102.42'

AutoCAD SHX Text T

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

48" DBL GUM

AutoCAD SHX Text

24" COTTONWOOD

AutoCAD SHX Text

36" DBL MAPLE

AutoCAD SHX Text

24" GUM

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

TMS# 031-00-00-042 STUART A & JENNIFER SUSAN BURT SKOTNICKI 109 REEVES STREET

AutoCAD SHX Text

TMS# 043-00-00-109 MATTHEW & JENNIFER D GRUBER REEVES STREET

AutoCAD SHX Text

TMS# 043-03-00-034 DICKIE & EDYE GRAVES REEVES 106 REEVES STREET

AutoCAD SHX Text

TMS# 043-00-00-110 MATTHEW & JENNIFER D GRUBER 211 REEVES STREET

AutoCAD SHX Text

TMS# 043-00-00-003 AUBREY MORELAND 224 REEVES STREET

AutoCAD SHX Text

STA 10+44 END HDD BEGIN RJ PIPING 1-8" RJ BEND

AutoCAD SHX Text

STA 5+44 1-8" RJ BEND END RJ PIPING BEGIN HDD

AutoCAD SHX Text

STA 4+27 END RJ PIPING

AutoCAD SHX Text

SILT FENCE (TYP)

AutoCAD SHX Text STA 10+50 1-8"x6" TEE 2 LF OF 6" RJ DIP 1-6" GATE VALVE W/ VALVE BOX 2 LF OF 6" RJ DIP 1-FIRE HYDRANT ASSEMBLY

AutoCAD SHX Text

STA 4+07 1-8" 45° BEND

AutoCAD SHX Text

NEW "SERVICE 34"SERVICE LINE (TYP)

AutoCAD SHX Text

EXST. 48" RCP

AutoCAD SHX Text

N8W C900 DR18 (TYP)

AutoCAD SHX Text

STA 4+04 1-8" 45° BEND

AutoCAD SHX Text

6W (TO BE ABANDONED) NOTE 2

AutoCAD SHX Text

STA 10+84 END RJ PIPE

AutoCAD SHX Text

STA 5+04 BEGIN RJ PIPE

AutoCAD SHX Text

BEAR BRANCH

AutoCAD SHX Text

BEAR BRANCH

AutoCAD SHX Text

STA 5+44 1-8" RJ BEND END RJ PIPING BEGIN HDD

AutoCAD SHX Text

STA 10+44 END HDD BEGIN RJ PIPING 1-8" RJ BEND

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING 48" RCP

AutoCAD SHX Text

20.0' MIN.

AutoCAD SHX Text

42" MIN.

AutoCAD SHX Text

42" MIN.

AutoCAD SHX Text

TOWN OF REEVESVILLE DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text

DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

JUNE 2023 CR CR SL/MCM JC/OW

AutoCAD SHX Text

JULY 21, 2025

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text No. 29604

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

SC GRID

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 5 ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

E V

E S

V

IL

LE

W

A T

E R

L

IN

E

IM

P R

O V

E M

E N

T S

S T

A N

D A

R D

D E

T A

IL

S

D O

R C

H E

S T

E R

C O

U N

T Y

W A

T E

R A

N D

S E

W E

R D

E P

A R

T M

E N

T

D01

AutoCAD SHX Text

TOWN OF REEVESVILLE DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text

DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

JUNE 2023 CR CR SL/MCM JC/OW

AutoCAD SHX Text

JULY 21, 2025

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX…