2025-02-14 Phase 5 Plans.pdf

PDF 9 MB Posted Feb 21, 2025

Attached to: Water Main Extension - Phase 5
Solicitation number: ITB 2024-011
Issued by: Clarendon County, South Carolina

About this file

Written by GovTribe AI · Apr 10, 2025

This document is a comprehensive set of engineering plans for the Clarendon County Water and Sewer Department's Rural Water System Improvements - Phase 5 project in South Carolina. The project, funded by SCIIP Grant #A-23-C042, involves the installation of approximately 13 miles of water mains across various roads and subdivisions in Clarendon County, including lines on MW Rickenbaker Road, Sam Nexsen Road, Steven Road, Cottage Drive, Greenall Road, and other local streets. The plans, dated October 1, 2024 and revised on December 6, 2024, detail water main extensions using various pipe sizes (primarily 6", 8", and 15" water mains) with associated valves, fire hydrants, and service connections.

The project will replace existing water infrastructure and extend water service to rural areas, with a focus on improving water system reliability and accessibility. The engineering plans include detailed route maps, property index tables, erosion control measures, and technical installation details. The project utilizes right-of-way ranging from 15' to 37.5' across different segments, and incorporates careful consideration of wetland areas and environmental controls. Funding is provided through the South Carolina Infrastructure Investment Program (SCIIP) grant, indicating a state-level commitment to rural water system improvements. The plans demonstrate a comprehensive approach to infrastructure development, including detailed mapping, property identification, and adherence to engineering and environmental standards.

View the file

Other files

File	Type	Posted
2025 Permit -288891.pdf	PDF	Feb 21, 2025
2025 SWPPP Phase 5.pdf	PDF	Feb 21, 2025
ITB 2024 -011 ADDENDUM # 1.pdf	PDF	Feb 21, 2025
ITB 2024-011 Addendum # 2.pdf	PDF	Feb 21, 2025
2025 Rural Water System Improvements Phase 5 Clarendon County SCR10ZGY9.pdf	PDF	Feb 21, 2025
2025 02-13 38181-WS.pdf	PDF	Feb 21, 2025
2024-011 FINAL BID SPEC.pdf	PDF	Feb 21, 2025
2025 WZ-Safety-HB-2023-020123.pdf	PDF	Feb 21, 2025
SCIIP Terms and Conditions.pdf	PDF	Feb 21, 2025

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Clarendon County Engineering

411 SUNSET DR. - MANNING, S.C. 29102

(803) 433-3256 FAX: (803) 435-2208

RURAL WATER SYSTEM

IMPROVEMENTS - PHASE 5

FOR

CLARENDON COUNTY

SOUTH CAROLINA

CLARENDON COUNTY WATER AND SEWER DEPT.

October 1, 2024

SCIIP GRANT #A-23-C042 FUNDED

Revised: December 6, 2024

NO.

ENGINEER

REGISTERED

PROFESSIONAL

160-02-01-001-00

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TO: 161-00-01-008-00

AND 161-00-01-009-00

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SANTEE ELEC.COOP.

4567 MW RICKENBAKER

QUACK N BUSH LLC

4654 MW RICKENBAKER

QUACK N BUSH LLC

146-00-00-015-00

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146-00-00-018-00

QUACK N BUSH LLC

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QUACK N BUSH LLC

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SILT FENCE:

LAND GRADING:

DESCRIPTION

TOPSOILING:

MULCHING:

EROSION CONTROL BLANKET

TEMPORARY SEEDING:

PERMANENT SEEDING:

SYMBOL

SYMBOL LEGEND

SEDIMENT TUBE:

POWER POLE

MAILBOX

PEDASTAL

FIRE HYDRANT ASSEMBLY

VALVE AND BOX (V&B)

WATER MAIN (NUMBER IS SIZE)

UNDERGROUND UTILITY

ABBREVIATIONS

GENERAL PLAN NOTES:

FABRIC INLET PROTECTION:

SEDIMENT TUBE INLET PROTECTION:

2" FLUSHING HYDRANT, POST STYLE

DESCRIPTION

SYMBOL

K E

N B

A K

E R

SAM NEXSEN

S T

E V

I S

Y O

ALTERNATE BID SHEETS

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C o un ty

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TABLE 1 TABLE 2

THESE TABLES PROVIDE PROPERTY OWNERSHIP DATA

FOR TAX MAP NUMBERS SHOWN ON THE WATER PLANS.

NOT ALL PROPERTIES WILL BE CONNECTED TO THE SYSTEM.

C P r o j e c t s E n g

W a t e r

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TABLE 3 TABLE 4

THESE TABLES PROVIDE PROPERTY OWNERSHIP DATA

FOR TAX MAP NUMBERS SHOWN ON THE WATER PLANS.

NOT ALL PROPERTIES WILL BE CONNECTED TO THE SYSTEM.

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146-00-00-0017-00

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146-00-00-018-00

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SAM NEXSEN RD

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A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

E S

N D

A C

K E

R M

A N

I M

L A

ETLAND

AREA

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

-0

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

I S

E X

C R

E E

K R

O A

NOTE:

LINES 5.09, 5.10, 5.11 SHOWN IN QUAIL

RIDGE SUBDIVISION ARE TO REPLACE

EXISTING MAINS. INSTALL NEW MAINS

AND ONCE OPERATION APPROVAL IS

RECEIVED FROM SCDES, RECONNECT

EACH SERVICE TO THE NEW MAINS WITH

NEW SERVICE CONNECTION AS SHOWN

ON DETAIL SHEET D-1. ALL EXISTING

MAINS AND PRESSURE REDUCING VALVE

ARE TO BE ABANDONED IN PLACE.

QUAIL RIDGE

SUBDIVIISON

HUDSON RD

I S

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p c

ALTERNATE BID SHEET

-0

MATCH LINE 26+40

C P

15" R C

C P

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

HUDSON ROAD

H U

D S

O N

R O

A D

NOTE:

LINES 5.09, 5.10, 5.11 SHOWN IN QUAIL

RIDGE SUBDIVISION ARE TO REPLACE

EXISTING MAINS. INSTALL NEW MAINS

AND ONCE OPERATION APPROVAL IS

RECEIVED FROM SCDES, RECONNECT

EACH SERVICE TO THE NEW MAINS WITH

NEW SERVICE CONNECTION AS SHOWN

ON DETAIL SHEET D-1. ALL EXISTING

MAINS ARE TO BE ABANDONED IN PLACE.

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p c

-0

MATCH LINE 26+40

15" R C

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

NOTE:

LINES 5.09, 5.10, 5.11 SHOWN IN QUAIL

RIDGE SUBDIVISION ARE TO REPLACE

EXISTING MAINS. INSTALL NEW MAINS

AND ONCE OPERATION APPROVAL IS

RECEIVED FROM SCDES, RECONNECT

EACH SERVICE TO THE NEW MAINS WITH

NEW SERVICE CONNECTION AS SHOWN

ON DETAIL SHEET D-1. ALL EXISTING

MAINS ARE TO BE ABANDONED IN PLACE.

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p c

-0

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

I Z

NOTE:

LINES 5.09, 5.10, 5.11 SHOWN IN QUAIL

RIDGE SUBDIVISION ARE TO REPLACE

EXISTING MAINS. INSTALL NEW MAINS

AND ONCE OPERATION APPROVAL IS

RECEIVED FROM SCDES, RECONNECT

EACH SERVICE TO THE NEW MAINS WITH

NEW SERVICE CONNECTION AS SHOWN

ON DETAIL SHEET D-1. ALL EXISTING

MAINS AND PRESSURE REDUCING VALVE

ARE TO BE ABANDONED IN PLACE.

Q U

G E

S U

B D

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p c

-0

160-07-01-011

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

I Z

NOTE:

LINES 5.09, 5.10, 5.11 SHOWN IN QUAIL

RIDGE SUBDIVISION ARE TO REPLACE

EXISTING MAINS. INSTALL NEW MAINS

AND ONCE OPERATION APPROVAL IS

RECEIVED FROM SCDES, RECONNECT

EACH SERVICE TO THE NEW MAINS WITH

NEW SERVICE CONNECTION AS SHOWN

ON DETAIL SHEET D-1. ALL EXISTING

MAINS ARE TO BE ABANDONED IN PLACE.

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p c

MATCH LIN

E 8+70

18" R

C P

M P

MATCH LIN

E 8+70

MATCH LIN

E 17+50

C P

18" R

C P

MATCH LIN

E 17+50

A T

C H

-0

18" R

18" R C

C P

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

S T

E V

S T

E V

S T

E V

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

A T

C H

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

A N

LINE 5.12 AND 5.13

LINE 5.12

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

PRIVATE

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

37.5' R /W

33' R/W

M A

T C

L I N

A T

-0

33' R/W

C P

15" R

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

A N

STEVEN R

S-1 4-5

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

-0

M A

T C

LIN

E 4+35 C la re nd o n C o un ty E ng in ee ri ng

U N

S E

T D

M A

N N

, S .C

. 2

F A

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

, 5 .1

8, A

N D

P E

N N

L A

N E

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

148-09-00-021

148-09-00-020

M A

T C

LIN

E 4+35

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

.1 8, .1

N D

L A

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

C P

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

L L

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

M A

T C

I N

" R

C P

146-00-00-003-00

146-00-00-018-00

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

A N

SAM NEXSEN RD

S-3

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

146-00-00-0148-00

T C

I N

M A

T C

I N

146-00-00-003-00

C P

146-00-00-003-00

M A

T C

I N

M A

T C

L I N

146-00-00-0148-00

C P

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

SAM NEXSEN RD

S-344

SAM NEXSEN RD

S-344

33' R/W

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

161-00-01-005-00

161-00-01-006

161-00-02-022-00

161-00-02-021-00

161-00-01-017-00

M A

T C

L I N

C P

161-00-02-021-00

161-00-01-002-00

161-00-01-003-00

161-00-02-021-00

161-00-02-020-00

161-00-02-001-00

M A

T C

L I N

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

S A

E X

S E

A D

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

161-00-02-004-00

-0

R A

N E

TO: 161-00-01-008-00

AND 161-00-01-009-00

M A

T C

L I N

-0

161-00-02-004-00

161-00-02-008-00

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

W A

M A

E X

SAM NEXSEN RD

C O

M M

U N

I T

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

COMPACTED BACKFILL

TO 95% MAX PROCTOR DENSITY

MIN. 2" THICK ASPHALT PATCH

8" STABILIZED AGGREGATE BASE COURSE

ASPHALT AND BASE MATERIALS

AND INSTALLATION TO CONFORM

TO SCDOT STANDARD SPECIFICATIONS

AND TO SCDOT ENCROACHMENT

PERMIT REQUIREMENTS.

COMPACTED IN 6" LAYERS

M I N

C O V E R

TELESCOPING VALVE BOX

VALVE AS SPECIFIED

6" PIPE TO WATER MAIN TEE

CONCRETE THRUST BLOCK (SIZE AS TEE)

PROVIDE 24" DIA X 4" CONC. COLLAR OUTSIDE R/W

BOX COVER MARKED "WATER"

FINISHED GRADE

ANCHOR TO CONCRETE

FIRE HYDRANT AS SPECIFIED

THRUST BLOCK AREA IN SQ.FT. ON UNDISTURBED SOIL

BLOCK BEARING AREA REQUIRED FOR 1000 PSF SOIL

ADJUSTED AREA = CHART AREA X (1000 / SOIL BEARING STRENGTH)

VERIFY SOIL STRENGTH AND BLOCK DIMENSIONS WITH ENGINEER

TYPICAL SOILD BEARING STRENGTHS

COARSE AND FINE COMPACTED SAND 4,000 PSF

MEDIUM CLAY 2,000 PSF

SOFT CLAY 1,000 PSF

CUT LINES TO BE STRAIGHT

COMPACTED BACKFILL 42" COVER

GRANULAR SOIL BEDDING UP TO CROWN

WATER MAIN

FINISHED GRADE

SHAPED TRENCH OR STONE BEDDING BELOW MAIN

WATER - SEWER MAIN SEPARATION DETAIL

NOT TO SCALE

EXISTING GRADE

CROSSING

PARALLEL

SEPARATE WATER AND SEWER MAINS

AS SHOWN.

WHERE POSSIBLE, LOCATE WATER MAIN

ABOVE SEWER MAIN..

LOCATE A FULL LENGTH OF PIPE ON

EACH NEW MAIN CENTERED AT

CROSSING POINT SO THAT JOINTS

ARE AS FAR AS POSSIBLE FROM THE

POINT OF CROSSING.

PROVIDE ADEQUATE STRUCTURAL

SUPPORT AT CROSSING POINT FOR

UPPER MAIN AS APPROVED BY

THE ENGINEER.

NO WATER MAIN SHALL PASS THROUGH

OR COME INTO CONTACT WITH ANY

PART OF A SEWER MANHOLE.

PROVIDE ONE JOINT OF DUCTILE IRON SEWER

MAIN PIPING CENTERED ON THE WATER MAIN

AT ALL CROSSING OF WATER AND SEWER MAINS.

TELESCOPING VALVE BOX

VALVE AS SPECIFIED

WATER MAIN

CONCRETE THRUST BLOCK (SIZE AS TEE)

PROVIDE 24" DIA X 4" CONC. COLLAR AS SPECIFIED

BOX COVER MARKED "WATER"

FINISHED GRADE

ANCHOR TO CONCRETE

CONCRETE THRUST BLOCK - FORM AND

4 EA. - #3 REBAR

(1 EA. CORNER)

SQUARE MARKER

WITH BEVELED CORNERS

CAST IN CONC. &

PAINTED BLACK

18"

NOTES:

1. VALVE MARKERS SHALL BE

PLACED AT R/W.

2. LETTERS "MV" SHALL FACE

TOWARDS VALVE.

3. MARKER SHALL HAVE BRASS

OR BRONZE EMBED ON TOP

OR SIDE.

4. CONTRACTOR SHALL STAMP

DISTANCE TO CENTER OF

VALVE INTO EMBED.

5. BLOW-OFF ASSEMBLY SHALL

INCLUDE 1 EA. MARKER W/

"BO" OR "MV" CAST.

VALVE MARKER DETAIL

NOT TO SCALE

VALVE AND BOX DETAIL

NOT TO SCALE

WATER SERVICE DETAIL

NOT TO SCALE

THRUST BLOCK DETAILS

FIRE HYDRANT DETAIL

NOT TO SCALE

ASPHALT PAVEMENT CUT DETAIL

NOT TO SCALE

WATERMAIN BEDDING DETAIL

42" MIN. COVER

FINISHED GRADE

STEEL CASING PIPE

CENTERED RESTRAINED

STAINLESS STEEL

CASING SPACER

CASING END SEAL

CARRIER PIPE

NOT TO SCALE

JACK AND BORE CASING DETAIL

PIPE SIZE 11 1/4° BEND 22 1/2° BEND 45° BEND 90° BEND TEE*

3" 10' 20'

40'

6" 15' 25' 60'

8" 15' 35' 75'

10" 18' 40' 90'

12" 20' 45' 100'

DEAD END

RESTRAINED

LENGTH

UNRESTRAINED

JOINT

BEND

BEND ANGLE

L E

N G

T H

R E

S T

R A

I N

E D

RUN

BRANCH

TEE

L E

N G

T H

R E

S T

R A

I N

E D

DEAD END

* BRANCH LENGTH

NOT TO SCALE

FITTINGS RESTRAINED JOINT LENGTHS

10'

12'

15'

10'

15'

20'

30'

40'

45'

W A

M A

AIR RELEASE VALVE DETAIL

NOT TO SCALE

MIN. 4" THICK

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

E R

O S

C O

O L

N N

S A

N D

D E

SILT FENCE:

LAND GRADING:

TOPSOILING:

MULCHING:

ECB OR TRM

TEMPORARY SEEDING:

PERMANENT SEEDING:

EROSION CONTROL SYMBOL LEGEND

TEMPORARY SEEDING NOTES:

1. FOR AUGUST 15 TO APRIL 15 APPLY MINIMUM 1.5 LB OF RYE (GRAIN)

PER 1,000 SQ. FT. FOR APRIL 15 TO AUGUST 15 APPLY MINIMUM OF 1.2

LB OF GERMAN MILLET PER 1,000 SQ. FT. APPROVED ALTERNATE OR

MIXES MAY BE USED.

2. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 70 LBS OF

AGRICULTURAL LIMESTONE AND 25 LBS OF 10-10-10 FERTILIZER PER

1,000 SQ.FT.

3. PREPARE SEEDBED, PLANT AND MULCH AS DIRECTED BELOW.

4. IF NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,

OVERSEED WITH 1 LB PER 1,000 SQ.FT. ANNUAL LESPEDEZA IN LATE

FEBRUARY OR EARLY MARCH.

5. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.

6. VERIFY ALL PLANTING DETAILS WITH SEED SUPPLIER.

PERMANENT SEEDING NOTES:

1. ALL UNPAVED (NO STONE SURFACE) DISTURBED AREAS (AND LAWN

TO BE REESTABLISHED) OUTSIDE PLANTING BED IS TO BE SEEDED

WITH 0.3 LB/1,000 SQ.FT. OF BERMUDAGRASS MARCH 15 - JUNE 30 OR

1.5 LB /1,000 SQ.FT. OF TALL FESCUE AUG 15 - NOV 30. APPROVED

ALTERNATES OR MIXES MAY BE USED.

2. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 70 LBS OF

AGRICULTURAL LIMESTONE AND 25 LBS OF 10-10-10 FERTILIZER PER

1,000 SQ.FT.

3. PREPARE SEEDBED, PLANT AND MULCH AS DIRECTED BELOW.

4. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.

5. VERIFY ALL PLANTING DETAILS WITH SEED SUPPLIER.

SEEDBED PREPARATION NOTES:

1. REMOVE ANY UNDESIRABLE GROUNDCOVER INCLUDING ANY

TEMPORARY SEEDING FOR PERMANENT SEEDING INSTALLATION.

2. RIP THE AREA TO A MINIMUM DEPTH OF 4". ADD TOPSOIL IF

REQUIRED FOR POOR SOIL AREAS.

3. REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE

SMOOTH AND UNIFORM CONFORMING TO GRADES SHOWN ON

GRADING PLAN.

4. APPLY SEED, LIME, FERTILIZER AND MIX WITH THE SOIL AS

RECOMMENDED BY NURSERY OR SUPPLIER.

5. MULCH IMMEDIATELY AFTER SEEDING WITH 100 LBS PER 1,000

SQ.FT. OF STRAW OR APPROVED EQUAL. ANCHOR STRAW BY

TACKING WITH ASPHALT, NETTING OR BY USE OF A MULCH

ANCHORING TOOL.

1. Notify SCDHEC Regional Office 48 hours prior to land disturbing activities.

2. Coordinate trenching activity and erosion control measures with engineer prior to beginning work.

3. Place silt fence and other controls as shown or specified.

4. Close and stabilize all trenches as soon as possible after pipe installation.

5. Provide temporary grassing if required as specified.

6. Provide permanent stabilization as shown and specified.

7. Remove temporary sediment and control measures only after entire area draining to the structure is stabilized and approved by Engineer.

8. Maintain all sediment and erosion control structures for the extent of the project.

CONSTRUCTION SEQUENCE

DISTURBED AREA CALCULATION:

6' WIDTH AVERAGE X 69,000' = 414,000 SF = 9.5 ACRES

SEDIMENT TUBE:

SEEDING NOTES

1. Implement erosion control features shown prior to construction work on site. 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 correc 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 sediments before being pumped back into any waters of the State.

5. 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 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. Note on subdivisions not included.

8. 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 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 building products with significant potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source in storm water discharges.

11. A copy of the SWPPP, inspections 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 stabilizaiton is reached.

12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temprarily ceased, and will not resume for a period of 7 calendar days.

13. Minimize soil compaction and unless infeasible, preserve topsoil.

14. 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.

15. MinimIze the dischage of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMP's (sediment basin, filter bag, etc.).

16. The following discharges from sites are prohibited: (1) Wastewater from washout of concrete, unless managed by an appropriate control: (2) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (3) Fuels, oils or other pollutants used in vehicle and equipment operation and maintenance; and (4) Soaps or solvents unsed in vehicle and equipment washing.

17. After construction activities begin, 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.

18. If existing BMP's need to be modified or if additional BMP's 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 BMP's must be implemented as soon as reasonably possible.

19. A Pre-Construction conference must be held for each construction site with an approved On-Site

SWPPP 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 SCDHEC has approved otherwise.

20. Provide sanitary facilities for workers on the site.

21. Redistribute sediment collected on site prior to grassing or dispose of in other approved method only.

EROSION CONTROL NOTES:

SILT FENCE - POST REQUIREMENTS

1. Silt Fence posts shall 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 50,000 psi.

--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%)

2. 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 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- 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.

SILT FENCE - FABRIC REQUIREMENTS

1. 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 least 85% by weight of polyolefins, polyesters, or polyamides that are 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 any defects or flaws that significantly affect its physical and/or filtering properties; and,

- Have a minimum width of 36-inches.

2. 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 when the trench is backfilled.

4. 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.

1. 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.

2. Attention to sediment accumulations along the silt fence is extremely important.

Accumulated sediment should be continually monitored and removed when necessary. 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 across disturbed area. Stabilize the removed sediment after it is relocated.

6. 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 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 and once it is removed, the resulting disturbed area shall be permanently stabilized.

SILT FENCE - INSPECTION & MAINTENANCE

FILTER FABRIC

BACKFILL TRENCH WITH

COMPACTED EARTH

COMPACTED

EARTH

FILTER FABRIC

24-IN.

(MINIMUM)

BURY FABRIC

USE EITHER FLAT-BOTTOM

OR V-BOTTOM TRENCH

SEE DETAILS

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION DETAILS

FILTER

FABRIC

BURY FILTER FABRIC

AT LEAST 12-INCHES

1.25 LB./LINEAR FT. STEEL POSTS

HEAVY DUTY PLASTIC TIE

FOR STEEL POSTS

(RESTRICT TO TOP

8-INCHES OF FABRIC)

1. 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.

3. 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:

- 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 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.

5. 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 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 with slope and where concentrated flows are expected or are documented along the proposed/installed silt fence.

HEAVY DUTY PLASTIC TIES

SILT FENCE GENERAL NOTES:

18"-24"

COMPACTED

EARTH

FILTER FABRIC

HEAVY DUTY PLASTIC TIES

18"-24"

24-IN.

(MINIMUM)

FABRIC INLET PROTECTION:

SEDIMENT TUBE INLET PROTECTION:

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

P H

A S

W A

M A

W at er a nd S ew er

D ep ar tm en t

E R

O S

C O

O L

D E

2-FT. MAX. SPACING

2-IN. X 2-IN. WOOD POSTS

FABRIC POST INSTALLATION DETAIL

SEDIMENT TUBE INSTALLATION

DETAIL

1.25 LB./LINEAR FT.

STEEL POSTS

18-IN. MIN.

SEDIMENT TUBE BURIAL DETAIL

24-IN. MIN.

18-IN. TO 24-IN. DIA.

8-IN. MIN.

2" x 2" wood stakes or

1.25 #/ft Steel Post

END VIEW OF DITCH

FLOW

TOP VIEW

OF DITCH

Stakes

Placed at

Minimum

Spacing

M i n i m u m

2.0' Spacing (Typical)

Continuous Along Tube i n i m u m

L e n g t h

Sediment tube length selected should minimize the number of sediment tubes needed to span the width of the drainage conveyance.

If the ditch check length (perpendicular to the water flow) is 15 feet, then one 15 foot sediment tube is preferred compared to two overlapping 10 foot sediment tubes.

Sediment tubes for ditch checks should remain in place until fully established vegetation and root systems have completely developed and can survive on their own.

SEDIMENT TUBE DETAILS

INLET TUBES

GUTTER

PIPE

TOP VIEW

WEIGHTED INLET

TUBE

SEDIMENT TUBE

OR SILT FENCE

(OPTIONAL)

SECTION A-A

WEIGHTED INLET

TUBE

NOT TO SCALE

SEDIMENT TUBE NOTES:

MAXIMUM SEDIMENT TUB SPACINGSLOPE

SEDIMENT TUBE SPACING

LESS THAN 2%

50-FEET

40-FEET

30-FEET

25-FEET

GREATER THAN 6%

150-FEET

100-FEET

75-FEET

TYPE A SEDIMENT TUBE INLET PROTECTION

NOT TO SCALE

STAPLES

BERM

OVERLAP

MIN. 4"

BE INSTALLED VERTICALLY

MATS/BLANKETS SHOULD

DOWNSLOPE.

12"

ANCHORING DETAIL

4FT.

EROSION CONTROL MATTING TYPICAL INSTALLATION

NOT TO SCALE

SLOPE INSTALLATION

CHANNEL INSTALLATION

1 1/2"

2-IN. X 2-IN. WOOD POSTS

1.25 LB./LINEAR FT.

STEEL POSTS

FOLD FABRIC TO OVERLAP

1 FOOT AND SECURE

TO POSTS WITH HEAVY DUTY

ATTACH FILTER FABRIC TO

POSTS WITH HEAVY DUTY PLASTIC TIES

FILTER FABRIC INSTALLATION

DETAIL

ALONG TOP 8-INCHES OF FABRIC.

PLASTIC TIES

TYPE A FILTER FABRIC INLET PROTECTION

NOT TO SCALE

EROSION CONTROL BLANKETS OR MATTING NOTES:

CURB

C P r o j e c t s E n g

W a t e r

P h a s e

P a s e

U p d a t e

P h a s e

P l a n s d w g

F p

File details come from the government source that posted it. Updated Apr 10, 2025.