Atch 4-VLSB 24_0019 Famcamp Design 5 Nov 24.pdf

PDF 7 MB Posted Feb 21, 2025

Attached to: Family Camp RV Parking Expansion
Solicitation number: FA480325B001
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Feb 21, 2025

This is a construction drawing package prepared by the 20th Civil Engineer Squadron for the expansion of the Family Camp (FAMCAMP) RV parking area. The drawings consist of 9 sheets including cover sheet, existing conditions, site plan, grading plan, water/sewer plan, erosion control details, electrical plans, and electrical details.

The drawings detail the addition of new RV parking spaces with associated infrastructure including asphalt drives, concrete RV pads (15' x 60' angled at 60 degrees), underground electrical service to each pad, water and sewer connections, site lighting, and erosion control measures. Technical specifications show underground electrical service requirements, lighting pole and fixture details, panelboard schedules, and utility connection details. The site is accessed via the commercial gate with a designated haul route shown. Construction notes require coordination with base engineering, verification of existing conditions, compliance with 2018 International Building Code, and adherence to all safety regulations. A detailed sequence of construction is provided for erosion control and site development activities.

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Other files

File	Type	Posted
Atch-15-Shaw AFB Design Standards.pdf	PDF	Apr 4, 2025
Atch 16-Amendment FA480325B00010003.pdf	PDF	Apr 4, 2025
Atch-12 Water Line Details.pdf	PDF	Mar 24, 2025
Atch-13 Sewer Line Connection Detail.pdf	PDF	Mar 24, 2025
Atch 2-Proposal Price Breakout Sheet.xlsx	XLSX spreadsheet	Mar 24, 2025
Atch 14-Solicitation Amendment FA480325B00010002 SF 30.pdf	PDF	Mar 24, 2025
Atch-10-VLSB 24-0019 Fam Camp Updated Questions and Answers.pdf	PDF	Mar 24, 2025
Atch-11 Solicitation Amendment 0001-FA480325B0001.pdf	PDF	Feb 26, 2025
Atch 9-NAF Standard Clauses Incorporated By Reference Full Text AFNAFPO.pdf	PDF	Feb 21, 2025
Solicitation - FA480325B0001.pdf	PDF	Feb 21, 2025
Atch 10-VLSB 24-0019 Fam Camp Questions-Answers.pdf	PDF	Feb 21, 2025
Atch 2-Proposal Price Breakout Sheet.xlsx	XLSX spreadsheet	Feb 21, 2025
Atch 1-SOW VLSB 24-0019 V2 5Nov24.pdf	PDF	Feb 21, 2025
Atch 8-Nonappropriated_Fund_Standard_Clauses-AFNAFPO.pdf	PDF	Feb 21, 2025
Atch 5-AF form 66 VLSB 24-0019 V2.xlsx	XLSX spreadsheet	Feb 21, 2025
Atch 7 Special Construction Clauses AFNAFPO-11 Jan 2021.pdf	PDF	Feb 21, 2025
Atch 3-Bid Schedule.pdf	PDF	Feb 21, 2025
Atch 6-WD-SC20250030-3 Jan 25.pdf	PDF	Feb 21, 2025

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1. GENERAL NOTES

A. THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS.

B. APPLICABLE CODE - 2018 INTERNATIONAL BUILDING CODE

C. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY

CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS.

WHERE A CONFLICT OCCURS, THE STRICTEST DESIGN SHALL GOVERN.

ENGINEER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. DOES

NOT RELIEVE THE CONTRACTOR FROM MEETING THE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ENGINEER IN

WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN ENGINEER'S

WRITTEN APPROVAL FOR THE SPECIFIC DEVIATION.

D. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY OT FOLLOW ALL

APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF

CONSTRUCTION.

E. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR A

NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR

SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

F. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

AND EXISTING DIMENSIONS AND CONDITIONS.

G. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF ASPHALT OR

CONCRETE

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SHAW AIR FORCE BASE, SOUTH CAROLINA 29152

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COMMERCIAL PHONE: 1-803-895-9632 COMMERCIAL FAX: 1-803-895-9626

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SHAW AIR FORCE BASE, SOUTH CAROLINA 29152

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15'-0"

LENGTH VARIES

8'-0"

20'-0"

10'-0"

4'-0" TO

SEWER SERVICE

16'-0"

7'-0"

6'-0" TOTAL TO WATER

AND ELECTRIC SERVICE

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34' (TYP)

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AutoCAD SHX Text LIMITS OF DISTURBANCE FOR EXPANSION Wi-Fi OUTSIDE LOD

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PAINTED LINES )TYP)

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STOP SIGN

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ONE WAY SIGN

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ASPHALT PAVING

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SIGN DELINEATING SITE NUMBERS (31-44) VERIFY WITH FSS

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STOP BAR

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SHAW AIR FORCE BASE, SOUTH CAROLINA 29152

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COMMERCIAL PHONE: 1-803-895-9632 COMMERCIAL FAX: 1-803-895-9626

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428 CHAPIN STREET

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ENGINEER

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SHEET

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REVISION

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DESCRIPTION OF REVISION

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PROPOSED SITE PLAN

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GS-12 PRINCE

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GS-12 PRINCE

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VLSB 24-0019

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15APRIL24

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SCALE:1"=40'

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6. ALL RADII ARE 2.5' UNLESS SHOWN OTHERWISE.

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5. ALL WORK TO BE DONE WITHIN ACCORDANCE WITH DAF

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THIS PROJECT. NO STATE WATERS EXIST ON THIS SITE.

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4. NO FEDERALLY DESIGNATED WETLANDS EXIST ON

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3. TOPO SURVEY BY DEPARTMENT OF THE AIR FORCE.

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PLAIN PER FIRM MAP COMMUNITY PANEL NO. 45085C0276F,

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2. NO PORTION OF THIS PROJECT IS WITHIN A 100 YEAR FLOOD

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1. EXISTING FEATURES SHOWN AS DASHED LINES AND PROPOSED

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CONSTRUCTION STANDARDS.

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EFFECTIVE DATE 10/27/2022.

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FEATURES SHOWN AS SOLID LINES.

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SITE NOTES:

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NOR WITHIN 200' OF THIS SITE.

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7. CONTRACTOR TO VERIFY FIELD CONDITIONS.

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8. RECEIVING WATERS: LONG BRANCH

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9. TMDL SITE MONITOR: PD-098

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10. UNDERGROUND UTILITIES TO BE VERIFIED BY CONTRACTOR

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PRIOR TO CONSTRUCTION.

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11. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 88

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AND WERE ESTABLISHED FROM SHAW CONTROL BM.

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SITE DATA

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AutoCAD SHX Text Front----

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J. BLAKE PRINCE, MSCE, EIT, PLS

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AutoCAD SHX Text Zoning N/A

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OWNER/DEVELOPER

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ENGINEER

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DEPARTMENT OF THE AIR FORCE

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SHAW AFB, SC

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20 CES

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J. BLAKE PRINCE

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TAX ID:1320003009

AutoCAD SHX Text (803)-895-9639

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LAT: 33.970530 LONG:-80.447900

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AutoCAD SHX Text %%uBITUMINOUS CONCRETE PAVEMENT SECTION DETAIL

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6" OF COMPACTED STONE BASE COURSE

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6" COMPACTED SUBGRADE

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PRIME COAT

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2" OF TYPE C SURFACE COURSE

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(COMPACTED TO 100% MODIFIED

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PROCTOR MAXIMUM DRY DENSITY)

AutoCAD SHX Text SEE "TYPICAL RV CAMPSITE LAYOUT" ON DRAWING C-2 FOR DETAIL OF EXACT LOCATION OF POWER PEDESTALS AT CAMPSITES.

AutoCAD SHX Text SEE "ELECTRICAL EQUIPMENT RACK DETAIL" ON DRAWING C-8 FOR INFORMATION ON EQUIPMENT RACKS TO MOUNT PANELS.

AutoCAD SHX Text CONNECT EXISTING PRIMARY AND SECONDARY CONDUCTORS AND NEW PANEL 'PPC' SERVICE CONDUCTORS TO EXISTING PAD-MOUNTED TRANSFORMER.

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KEY NOTES:

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AutoCAD SHX Text SEE "POWER RISER" ON DRAWING C-8 FOR INFORMATION ON FEEDER/SERVICE CONDUCTOR AND CONDUIT/DUCT SIZES.

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AutoCAD SHX Text SEE "POWER RISER" ON DRAWING C-8 FOR INFORMATION ON CONDUCTORS AND CONDUIT/DUCT BETWEEN PROPOSED PANEL AND EXISTING TRANSFORMER.

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AutoCAD SHX Text CONTRACTOR SHALL DIRECTIONAL BORE UTILIZING HIGH-DENSITY POLYETHYLENE (HDPE) CONDUIT UNDER EXISTING PAVED AREAS INCLUDING SIDEWALKS AND ROADWAYS.

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GENERAL NOTES:

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FURNISH AND INSTALL ONE CONCRETE BOLLARDS. SEE CIVIL DRAWINGS FOR DETAIL.

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ONE WAY

AutoCAD SHX Text %%uTYPICAL RV CAMPSITE LAYOUT

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AutoCAD SHX Text %%uCAMP SITE PAD DETAIL

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SEE TYPICAL RV CAMPSITE LAYOUT

AutoCAD SHX Text 8' x 16'

AutoCAD SHX Text Drive

AutoCAD SHX Text Famcamp

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PROVIDE 10 SIGNS READING

AutoCAD SHX Text " 21 Famcamp Drive "

AutoCAD SHX Text THRU " 30 Famcamp Drive "

AutoCAD SHX Text %%uCAMP SITE ADDRESS SIGN DETAIL

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CONC. FOOTING - TYP.

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6 X 6 X 48" TRTD. WOOD

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SIGN POST SET IN 12" X 12" X 22"

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BY SIGNWAVE SIGN CO. (SUMTER, S.C.) OR APPROVED EQUAL.

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TEXT STYLE AND SIGN COLORS SHALL BE ABOVE BY CONTRACTING OFFICER.

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18" X 24" SANDBLASTED HIGH DENSITY FOAM SIGN W/ WOOD GRAIN TEXTURE

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%%USECTION

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98% STANDARD PROCTOR

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MAXIMUM DRY DENSITY.

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CONCRETE PAD

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SEWER SERVICE (SEE TYP. CAMPSITE SEWER SERVICE ON UTILITY DETAILS SHEET)

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POWER SERVICE (SEE ELECT. DRWGS.)

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WATER SERVICE (SEE YARD HYDRANT DETAIL ON UTILITY DETAILS SHEET)

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8' X 16' CAMP SITE PAD (SEE DETAIL ON THIS SHEET)

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BITUMINOUS CONCRETE PAVEMENT (SEE DETAIL ON THIS SHEET)

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CAMPSITE ADDRESS SIGN (SEE DETAIL ON THIS SHEET)

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RV PARKING SPACE

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VEHICLE PARKING AREA

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4000 PSI CONCRETE

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2" MIN.

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AutoCAD SHX Text %%uSTREET & PARKING SIGN POST DETAIL

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DO NOT ENTER

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FINISHED GRADE

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SET IN CONCRETE

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2" SQ. ALUMINUM TUBE

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1/8" ALUMINUM SIGN

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3/8" BOLTS

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3/8" BOLTS

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SIGN

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NOTE:

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ALL REGULATORY SIGNS SHALL BE PER

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SCDOT SPECIFICATIONS:

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STOP R1-1-24

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YIELD R1-2-24

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ONE WAY R6-16-24

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HANDICAP R7-8-12

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PAVEMENT

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1" CROWN

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BOLLARD DETAIL

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CONCRETE

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6" DIAMETER-

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SCHEDULE 40 STEEL PIPE

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ASTM A53

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6 MIL COAL TAR EPOXY

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SYSTEM ON PIPE IN

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CONTACT WITH CONCRETE

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FINISH GRADE

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DIAMETER

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PAINT BLUE

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FILL POST W/CONCRETE WITH ROUNDED TOP

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CONSTRUCTION ENTRANCE

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SILT FENCE (TYP)

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ONE WAY DRIVE WITH PARKING LANES

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ONE WAY TRAVEL LANE

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PARKING LANE

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PARKING LANE

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1.0%%% SLOPE (MIN)

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MIN. 0.5%%% SLOPE TO DRAIN

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MIN. 0.5%%% SLOPE TO DRAIN

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1.0%%% SLOPE (MIN)

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EXISTING GRADE

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VARIES

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VARIES

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LEVEL - NO SLOPE

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MIN. 0.5%%% SLOPE TO DRAIN

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MIN. 0.5%%% SLOPE TO DRAIN

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RV PARKING SPACE

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EXISTING GRADE

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SHAW AIR FORCE BASE, SOUTH CAROLINA 29152

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COMMERCIAL PHONE: 1-803-895-9632 COMMERCIAL FAX: 1-803-895-9626

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428 CHAPIN STREET

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PROPOSED GRADING PLAN W/ EROSION CONTROL

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GS-12 PRINCE

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GS-12 PRINCE

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VLSB 24-0019

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15APRIL24

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NO. 3244

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TEMPORARY SEEDING SCHEDULE

AutoCAD SHX Text SEEDING SCHEDULE: SELECT THE TYPE OF SEEDING FROM THE TABLE BELOW. THE TOTAL POUNDS OF SEED PER ACRE IS THE SUM TOTAL SHOWN FOR ALL VARIETIES OF SEED OPPOSITE THE PLANTING DATES. PLANTING DATES COMMON NAME LB/ACRE RATE MARCH 15 BROWN TOP MILLET 60 BROWN TOP MILLET 60 60 TO AUGUST 14 AUGUST 15 ANNUAL RYE GRASS 250 ANNUAL RYE GRASS 250 250 TO MARCH 14 WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASES, AND EARTH DISTURBING ACTIVITIES WILL NOT RESUME WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE INITIATED ON THAT PORTION OF THE SITE.

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PERMANENT SEEDING SCHEDULE

AutoCAD SHX Text PLANTING DATES COMMON NAME LB/ACRE RATE COMMON NAME LB/ACRE RATE LB/ACRE RATE MARCH 15 CENTIPEDE GRASS 20 CENTIPEDE GRASS 20 20 TO CARPET GRASS 20 CARPET GRASS 20 20 AUGUST 14 AUGUST 15 ANNUAL RYE GRASS 150 ANNUAL RYE GRASS 150 150 TO KENTUCKY 31 FESCUE 60 KENTUCKY 31 FESCUE 60 60 MARCH 14 CENTIPEDE GRASS 20 CENTIPEDE GRASS 20 20 NOTES: 1. FOR OPTIMUM GERMINATION RATES, CARPET GRASS AND CENTIPEDE GRASS SHOULD BE PLANTED WHEN GROUND TEMPERATURE IS CONSISTENTLY 65-70 DEGREES FAHRENHEIT. 2. SEE SPECIFICATIONS.

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SEQUENCE OF CONSTRUCTION

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1. RECEIVE NPDES COVERAGE FROM SCDHEC 2. PRE-CONSTRUCTION MEETING (ON-SITE IF MORE THAN 10 DISTURBED ACRES AND NON-LINEAR) 3. NOTIFY SHAW AIR FORCE BASE AT LEAST 48 HOURS PRIOR TO BEGINNING LAND-DISTURBING ACTIVITIES 4. INSTALLATION OF CONSTRUCTION ENTRANCE 5. CLEARING & GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS 6. INSTALLATION OF PERIMETER CONTROLS 7. CLEARING AND GRUBBING OF THE SITE 8. INSTALLATION OF UTILITIES 9. ROUGH GRADING 10. CONSTRUCTION OF CAMPSITE PADS 11. PAVING OF ROAD 12. PERMANENT/FINAL STABILIZATION 13. REMOVAL OF TEMPORARY SEDIMENT & EROSION CONTROL MEASURES UPON APPROVAL

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SSMH 1-B TOP 209.92

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IE 204.27

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IE 204.20

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TOP 210.9 IE 209.4

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TOP 211.3 IE 209.8

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IE ~ 205.1

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IE 204.00

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CAMPSITE 39

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CAMPSITE 41

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CAMPSITE 44

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IE ~205.66

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IE ~206.79

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%%P252' OF 6" PVC

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IE ~205.84

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IE ~206.41

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%%P228' OF 6" PVC

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%%P36' OF 6" PVC

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SHAW AIR FORCE BASE, SOUTH CAROLINA 29152

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COMMERCIAL PHONE: 1-803-895-9632 COMMERCIAL FAX: 1-803-895-9626

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428 CHAPIN STREET

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SCALE

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DATE

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PROJECT NUMBER

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ENGINEER

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PLAN TYPE

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DRAFTSMAN

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DRAWING NUMBER

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SHEET

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REVISION

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DATE

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REV BY

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DESCRIPTION OF REVISION

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PROPOSED WATER AND SEWER PLAN

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GS-12 PRINCE

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GS-12 PRINCE

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VLSB 24-0019

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15APRIL24

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NO. 3244

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SCALE:1"=40'

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CAMPSITE ELECTRICAL SERVICE

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CAMPSITE SEWER SERVICE

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CAMPSITE WATER SERVICE

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SANITARY SEWER LINE

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WATER LINE

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UNDERGROUND ELECTRICAL

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PROPOSED

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EXISTING

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LEGEND

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BRASS PLUG

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SINGLE OR

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DOUBLE "Y"

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BRANCH

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CLEANOUT

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LONG RADIUS

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90%%D ELBOW

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PVC PIPE

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BRASS PLUG

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FINISHED GRADE

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CONCRETE PAD

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18" MIN.

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%%UELEVATION

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%%UPLAN

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%%UGRAVITY SEWER PIPE TRENCH BEDDING

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%%UTYPICAL CAMPSITE SEWER SERVICE DETAIL

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FINISHED GRADE

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%%UELEVATION

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AutoCAD SHX Text %%uFROSTPROOF YARD HYDRANT DETAIL

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18"X18"X18" GRAVEL

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AROUND DRAIN PORT

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TO WATER MAIN

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AutoCAD SHX Text ROLLING EQUIPMENT SHALL NOT BE USED FOR COMPACTION UNTIL A MINIMUM OF 18" BACKFILL HAS BEEN PLACED OVER THE TOP OF PIPE AND A HYDRO HAMMER SHALL NOT BE USED FOR COMPACTION UNTIL A MINIMUM 3' OF MATERIAL HAS BEEN PLACED OVER THE TOP OF PIPE

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TRENCHING SHALL MEET OSHA REQUIREMENTS

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EXISTING GRADE

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MAX.

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MAX.

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#57 STONE COMPACTED TO 90% STANDARD PROCTOR

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BACKFILL WITH NATIVE MATERIAL COMPACTED TO 90% STD. PROCTOR

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3" WIDE MAGNETIC PIPE MARKING TAPE

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TRACER WIRE

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BRASS SASH CHAIN NO. 65 W/ BRONZE SHOULDER PATTERN EYE-BOLT WITH WASHER EACH END

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4" PLUG (THREADED)

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4" CLEANOUT ADAPTER

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NOTES:

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1. WATER SHALL BE A MINIMUM OF 18"

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ABOVE SEWER AT CROSSING (TYPICAL).

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2. MAINTAIN A MINIMUM OF 10' HORIZONTAL

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SEPARATION BETWEEN WATER AND SEWER

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(TYPICAL).

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3. EXISTING UTILITIES AS SHOWN ARE

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APPROXIMATE AND SHALL BE FIELD VERIFIED

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PRIOR TO CONSTRUCTION.

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4. PROVIDE NEW 6" GRAVITY SEWER AT

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0.50%%% MINIMUM SLOPE.

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5. TIE NEW 6" GRAVITY SEWER TO EXISTING

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6" GRAVITY SEWER.

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6. FOR UTILITY SERVICE LOCATIONS SEE

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TYPICAL RV CAMPSITE LAYOUT DETAIL ON

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SHEET C-2.

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STABILIZED CONSTRUCTION ENTRANCE

STEEL POST

FABRIC IN TRENCH

SECURE FABRIC W/ (4) HEAVY

DUTY PLASTIC TIE WRAPS AT

EACH POST

DIRECTION OF FLOW

STEEL POST

COMPACTED

FILL

COMPACTED

FILL

FABRIC TO BOTTOM

OF EXCAVATION

V-BOTTOM DITCH FLAT BOTTOM DITCH

SILT FENCE INSTALLATION

FABRIC TO BOTTOM

OF EXCAVATION

SECURE WIRE/FABRIC W/ (4) HEAVY

DUTY PLASTIC TIE WRAPS AT

EACH POST

FABRIC W/ WIREFABRIC W/ WIRE

SILT FENCE FABRIC W/ WIRE

6 fT MAXIMUM SPACING

" M

2 ft FABRIC HGT.

8" 8"

TRENCH EXCAVATED, FABRIC INSTALLED,

BACK FILLED, AND COMPACTED

SILT FENCE

1. When and Where to Use It:

Silt fence is applicable to areas:

a. Where the maximum sheet or overland flow path length to the fence is 100 feet.

b. Where the maximum slope steepness (normal [perpendicular] to fence line) is 2H:1V.

c. That do not receive concentrated flows greater than 0.5 cfs.

d. Do not place silt fence across channels or use it as a velocity control BMP.

2. Materials:

a. Steel Posts minimum physical requirements:

1. Composed of high strength steel with minimum yield strength of 50,000 psi.

2. Have a standard "T" section with a nominal face width of 1.38-inches and nominal "T" length of 1.48-inches.

3. Weigh 1.25 pounds per foot ( 8%).

4. Have a soil stabilization plate as described in (b) below.

5. Painted with a water based baked enamel paint.

6. Have a minimum length of 4 feet, with projections to aid in fastening the fabric.

b. The soil plates minimum physical requirements:

1. Composed of minimum 15 gauge steel.

2. Have a minimum cross section area of 17-square inches, and be securely welded to the post.

c. Geotextile Filter Fabric

1. Composed of fibers consisting of long chain synthetic polymers composed of at least 85% by weight of polyolefins, polyesters, or polyamides. Formed into a network such that the filaments or yarns retain dimensional stability relative to each other. Free of any treatment or coating which might adversely alter its physical properties after installation. Free of defects or flaws that significantly affect its physical and/or filtering properties. Cut to a minimum width of 36 inches.

2. Fabric shall be backed by a 6"x8" mesh wire fabric.

3. Use only fabric appearing on SCDOT Approval Sheet #34 meeting the requirements of the most current edition of the SCDOT Standard Specifications for Highway Construction.

3. Inspection and Maintenance:

a. Silt fence shall be inspected every seven (7) calendar days.

Should the inspection noted identify BMPs are not operating effectively, maintenance shall be performed as soon as practical or as reasonably possible and before the next storm event whenever practicable.

b. Check for sediment buildup and fence integrity.

c. Check areas where runoff has eroded a channel beneath the fence, or where the fence has sagged or collapsed from storm water overtopping.

d. Should the fence fabric tear, begins to decompose, or in any way becomes ineffective, replace the section of fence immediately.

e. Remove sediment accumulated along the fence when it reaches 1/3 the height of the fence, especially if heavy rains are expected.

f. Remove trapped sediment from the site or stabilize it on site.

g. Remove silt fence within 30 days after final stabilization is achieved or after temporary best management practices (BMPs) are no longer needed.

h. Permanently stabilize areas disturbed from fence removal.

NOTE:

1. PROVIDE CULVERT FOR ROAD DITCH WHEN REQUIRED.

2. DIVERT SURFACE RUNOFF AND DRAINAGE FROM THE STONE

PAD TO A SEDIMENT TRAP OR BASIN OR OTHER SEDIMENT

TRAPPING DEVICE.

100 ft MINIMUM

6" MINIMUM

RADIUS STONE TO EXISTING PAVEMENT

1" TO 3" STONE OVER

NON-WOVEN GEOTEXTILE

FABRIC

PLAN

STABILIZED CONSTRUCTION ENTRANCE

1. When and Where to Use It:

Stabilized construction entrances should be used at all points where traffic will be leaving a construction site and moving directly onto a public road.

2. Important Considerations:

a. If washing is used, provisions must be made to intercept the wash water and trap the sediment before it is carried off site. Wash down facilities shall be required as directed by SCDHEC as needed. Wash down areas in general must be established with crushed gravel and drain into a sediment trap or sediment basin.

b. Construction entrances should be used in conjunction with the stabilization of construction roads to reduce the amount of mud picked up by vehicles.

3. Material:

a. The entrance shall consist of 1-inch to 3-inch D50 stone placed at a minimum depth of 6-inches.

b. Minimum dimensions of the entrance shall be 24-feet wide by 100-feet long. The dimension may be increased as necessary to accommodate site conditions.

c. The edges of the entrance shall be tapered out towards the road to prevent tracking of mud at the edge of the entrance.

4. Installation:

a. Remove all vegetation and any objectionable material from the foundation area.

b. Divert all surface runoff and drainage from stones to a sediment trap or basin.

c. Install a non-woven Geotextile fabric prior to placing any stone.

d. Install a culvert pipe across the entrance when needed to provide positive drainage.

5. Inspection and Maintenance:

a. Stabilized entrance shall be inspected every seven (7) calendar days.

Check for mud and sediment buildup and pad integrity. Make daily inspections during periods of wet weather.

Maintenance is required more frequently in wet weather conditions.

b. Reshape the stone pad as needed for drainage and runoff control.

c. Wash or replace stones as needed and as directed by the inspector. The stone in the entrance should be washed or replaced whenever the entrance fails to reduce mud being carried off-site by vehicles.

Frequent washing will extend the useful life of stone.

d. Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping.

Flushing should only be used when the water can be discharged to a sediment trap or basin.

e. Repair any broken or damaged roadway pavement immediately.

SILT FENCE

SCDHEC NOTES

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (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 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.

a. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

b. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY

STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. 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 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 ANY…

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File details come from the government source that posted it. Updated Feb 21, 2025.