simpsonville, south carolina n - greenville county · n/f christopher j bradshaw tms#:...

Drainage Improvement Project

Simpsonville, South Carolina

Rosa Lane

Site

Cv-1COVER SHEET

Rosa Lane Drainage

Improvement Project

Site

N

ATTACHMENT A: CONSTRUCTION DRAWINGS (ROSA LANE)

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PALMETTO UTILITY PROTECTION SERVICE

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3 DAYS BEFORE DIGGING IN

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SOUTH CAROLINA

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1-888-721-7877

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CALL 811 or

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THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.

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THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER

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ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE

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THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES

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WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES

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BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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***CAUTION***

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INDEX OF DRAWINGS

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SHEET NO.

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DESCRIPTION

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COUNT

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Cv-1

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Cover Sheet

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1

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D-1

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Demo Plan

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1

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P-1

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Proposed Plan 1

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1

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P-2

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Proposed Profile

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1

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Dt-1

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Roadway & Drainage Details

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1

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Dt-2

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Erosion Control Details & Notes

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1

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Dt-3

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SCDOT Details & Notes

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1

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TOTAL

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7

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GREENVILLE COUNTY PUBLIC WORKS DEPARTMENT 301 UNIVERSITY RIDGE, SUITE 3800 GREENVILLE, SOUTH CAROLINA 29601-3660 PHONE: (864) 467-7010 FAX: (864) 467-7161

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29

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123

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85

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385

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185

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385

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25

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25

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276

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276

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25

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Bypass

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418

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8

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11

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101

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14

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290

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253

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414

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288

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186

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417

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146

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86

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20

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14

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PROJECT INFORMATION

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DESCRIPTION

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LENGTH (ft.)

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Net Length of Roadway

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0.00

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Net Length of Bridges

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0

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Net Length of Project

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0.04

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Length of Exceptions

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0

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Gross Length of Project

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0.04

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Railroad Involvement?

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NO

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NOTE: ALL WORKMANSHIP AND MATERIALS ON THIS PROJECT SHALL CONFORM WITH SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION, AND BOOK OF STANDARD DRAWINGS FOR ROAD CONSTRUCTION, LATEST EDITION (ENGLISH UNITS).

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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GREENVILLE COUNTY PUBLIC WORKS DEPT. 301 UNIVERSITY RIDGE, SUITE 3800 GREENVILLE, SOUTH CAROLINA 29601 PH: (864)467-7010 FAX: (864)467-7161

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REVISION

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01/03/2020 Preliminary-Not for Construction

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GREER

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TRAVELERS REST

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MAULDIN

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SIMPSONVILLE

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FOUNTAIN INN

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CITY OF GREENVILLE

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MARIETTA

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PELZER

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TIGERVILLE

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LAKE LANIER

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PIEDMONT

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GOWENSVILLE

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PRINCETON

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CLEVELAND

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POLK COUNTY, NC

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HENDERSON COUNTY, NC

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TRANSYLVANIA COUNTY, NC

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ABBEVILLE COUNTY

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LAURENS COUNTY

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SPARTANBURG COUNTY

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PICKENS COUNTY

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ANDERSON COUNTY

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CLIFFS VALLEY

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TAYLORS

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ROSA LN (G-151)

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SCUFFLETOWN RD (S-23-145)

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JONESVILLE RD (S-23-545)

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LYONS DR (G-147)

Rosa Ln.

(G151)

1618 JONESVILLE RD

N/F LANGSTON

REVOCABLE TRUST

TMS#: 0559010102303

8 MANORWOOD CT

N/F DEVIN N VAN DER

WENDE

TMS#: 0559080109000

6 MANORWOOD CT

N/F JENNIFER B

KENRICK

TMS#: 05590801091004 MANORWOOD CT

N/F CHRISTOPHER J

BRADSHAW

TMS#: 0559080109200

2 MANORWOOD CT

N/F HOPE & RICHARD

MAYER

TMS#: 0559080109300

301 LAKE LENNOX DR

N/F THOMAS A & SUSAN

W COATS

TMS#: 0559080103800

109 ROSA LN

N/F LONG LEE DOYLE JR

REVOC TRUST

TMS#: 0559010102302

300 BRUCE FARM CIR

SIMPSONVILLE, SC 29681

303 LAKE LENNOX DR

N/F SWAIN FAMILY

TRUST

TMS#: 0559080103900

D-1DEMO/EXISTING PLAN

Rosa Lane Drainage

Improvement Project


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EX. TREES (TYP.) REMOVE AS NEEDED

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EX. 18" RCP (TIE INTO NEW CB3)

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EX. ROW (TYP.)

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MAILBOX (TYP)

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EX. POWER POLE (TYP)

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PEDESTAL (TYP.)

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PED

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EX. FENCE (TYP.)

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EX.DROP INLETDROP INLET

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EX.4X4 CB4X4 CB

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EX.DITCH/SWALE (TYP.)DITCH/SWALE (TYP.)

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SHEET NAME

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PROJECT NAME

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REVISION

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40

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10

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0

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20

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NOTES: 1. ALL ELEVATIONS AND INVERTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. TREE REMOVAL/CLEARING & GRUBBING TO BE FIELD DETERMINED BY COUNTY. 2.ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ARE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM. 3.CB SIZES REFER TO OUTSIDE DIMENSIONS. CB SIZES REFER TO OUTSIDE DIMENSIONS. 4.CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS NEEDED. 5.REMOVE TREES AND GRIND STUMPS AS NEEDED.REMOVE TREES AND GRIND STUMPS AS NEEDED.

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MAGNETIC

Rosa Ln.

(G151)

1618 JONESVILLE RD

N/F LANGSTON

REVOCABLE TRUST

TMS#: 0559010102303

8 MANORWOOD CT

N/F DEVIN N VAN DER

WENDE

TMS#: 0559080109000

6 MANORWOOD CT

N/F JENNIFER B

KENRICK

TMS#: 05590801091004 MANORWOOD CT

N/F CHRISTOPHER J

BRADSHAW

TMS#: 0559080109200

2 MANORWOOD CT

N/F HOPE & RICHARD

MAYER

TMS#: 0559080109300

301 LAKE LENNOX DR

N/F THOMAS A & SUSAN

W COATS

TMS#: 0559080103800

109 ROSA LN

N/F LONG LEE DOYLE JR

REVOC TRUST

TMS#: 0559010102302

300 BRUCE FARM CIR

SIMPSONVILLE, SC 29681

303 LAKE LENNOX DR

N/F SWAIN FAMILY

TRUST

TMS#: 0559080103900

P-1PROPOSED PLAN

Rosa Lane Drainage

Improvement Project


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EX. TREES (TYP.) REMOVE AS NEEDED

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EX. 18" RCP (TIE INTO NEW CB3)

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EX. ROW (TYP.)

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MAILBOX (TYP)

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EX. POWER POLE (TYP)

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PEDESTAL (TYP.)

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PED

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EX. FENCE (TYP.)

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EX.DROP INLETDROP INLET

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EX.4X4 CB4X4 CB

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CB#1 4'X4' RIM:811.1 INVERT:809

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35LF 15" PP

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350 LF EXTRUDED CONCRETE CURB

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CB#2 4'X4' RIM:810.9 INVERT:808.5

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CB#3 4'X4' RIM:806.1 INVERT:803.5

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30LF 15" PP

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140LF 15" PP

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20LF 15" PP

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PRECAST 15" FLARED END SECTION

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41 LF EXTRUDED CONCRETE CURB

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DI#1 2'X3' SCDOT TYPE 1 RIM:806 INVERT:804

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3 SY CONCRETE THROAT

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22'X6' CUT AND PATCH

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18'X6' CUT AND PATCH

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EX.DITCH/SWALE (TYP.)DITCH/SWALE (TYP.)

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SHEET NAME

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PROJECT NAME

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REVISION

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40

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0

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GRAPHIC SCALE

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MAGNETIC

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NOTES: 1. ALL ELEVATIONS AND INVERTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. TREE REMOVAL/CLEARING & GRUBBING TO BE FIELD DETERMINED BY COUNTY. 2.ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ARE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY. 3.CB SIZES REFER TO OUTSIDE DIMENSIONS. CB SIZES REFER TO OUTSIDE DIMENSIONS. 4.CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS NEEDED. 5.SWALES TO BE FORMED ABOVE AND ALONG THE PIPE LINES BETWEEN THE HEADWALL AND SWALES TO BE FORMED ABOVE AND ALONG THE PIPE LINES BETWEEN THE HEADWALL AND CB1 AND BETWEEN CB2 AND CB3. 6.CB1 AND CB2 TO BE OPEN ON UPSTREAM SIDES TO ACCOMMODATE SWALES. CB3 TO BE CB1 AND CB2 TO BE OPEN ON UPSTREAM SIDES TO ACCOMMODATE SWALES. CB3 TO BE DEPRESSED AND OPEN ON ALL SIDES.

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Rosa Lane Drainage

Improvement Project


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EXISTING ELEVATION

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CB#1 4'x4' RIM=811.1 INV=809

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APPROX. DEPTH EXISTING PIPE

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CB#2 4'x4' RIM=810.9 INV=808.5

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CB#3 4'x4' RIM=806.1 INV=803.5

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35LF 15" PP @ 2.9%

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30LF 15" PP @ 1.7%

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140LF 15" PP @ 3.6%

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EXISTING DITCH

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SHEET NAME

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PROJECT NAME

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REVISION

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40

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0

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NOTES: 1. ALL ELEVATIONS AND INVERTS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. TREE REMOVAL/CLEARING & GRUBBING TO BE FIELD DETERMINED BY COUNTY. 2.ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ALL EXISTING LOCATIONS OF UTILITIES, STRUCTURES, TREES, ETC. ARE APPROXIMATE AND ARE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM. 3.CB SIZES REFER TO OUTSIDE DIMENSIONS. CB SIZES REFER TO OUTSIDE DIMENSIONS. 4.CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS CONTRACTOR WILL REMOVE AND REPLACE FENCE SECTIONS, MAILBOXES, AND SIGNAGE AS NEEDED. 5.PIPE LENGTHS ARE APPROXIMATE. PIPE LENGTHS ARE APPROXIMATE. 6.CB1 AND CB2 TO BE DEPRESSED AND OPEN ON ALL SIDES. CB1 AND CB2 TO BE DEPRESSED AND OPEN ON ALL SIDES. 7.CB3 TO BE OPEN ON UPHILL SIDE. CB3 TO BE OPEN ON UPHILL SIDE. 8.REMOVE TREES AND GRIND STUMPS AS NEEDED.REMOVE TREES AND GRIND STUMPS AS NEEDED.

Dt-1ROADWAY AND

DRAINAGE DETAILS

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Improvement Project


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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISION

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WEIR

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9" MAX.

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2' MANHOLERING AND COVER

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#4 @ 12" O.C. EACH WAY

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#4 @ 12" O.C. EACH WAY

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%%USIDE

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%%UTOP

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%%UPLAN

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%%UFRONT

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NOTES: 1. CONCRETE TO BE 4000 PSI MINUMUM AT 28 DAYS. 2. WHEN CLASS "A" CONC. IS USED, WALLS AND FLOOR SHALL BE 6" THICK. 3. FOR CONCRETE BRICK, THE WALLS SHALL BE 8" THICK AND FLOOR SHALL BE 6" THICK. 4. BOX SIZE SHALL INCREASE OR DECREASE WITH VARYING PIPE SIZE. 5. FOR CBs INSTALLED IN THE OPEN, DEPRESS THE CB AT LEAST 18" BELOW SURROUNDING GRADE, OPEN 4 SIDES, AND PLACE RIP RAP AROUND THE INLET FOR STABILIZATION.

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%%UBOTTOM

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CB COVER TO BE 4" THK. MINIMUM

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( O P E N )

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N.T.S

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%%UTYPE 9 CATCH BASIN

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GENERAL NOTES: 1. THE ENTIRE AREA WITHIN THE LIMITS OF GRADING SHALL BE EXCAVATED TO A DEPTH SUFFICIENT TO REMOVE ALL VEGETABLE MATTER, SOD, MUCK, RUBBISH, AND OTHER UNSUITABLE MATERIAL. 2. ALL FILL MATERIAL SHALL BE FREE FROM ROOTS, OTHER ORGANIC MATERIAL, AND TRASH. STONES SHALL HAVE A MAXIMUM DIMENSION NO GREATER THAN 6 INCHES. 3. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY THE STANDARD PROCTOR METHOD, ASTM D-698. 4. THE GRADING CONTRACTOR SHALL CONFORM TO THE ELEVATIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FEET. 5. BACKFILL OF ALL UTILITY TRENCHES DIRECTLY UNDER CURBS OR WITHIN ROADWAYS SHALL BE COMPACTED TO 98% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR METHOD). BACKFILL IN UTILITY TRENCHES OUTSIDE CURBS AND ROADWAYS SHALL BE COMPACTED TO 95% MAX. DRY DENSITY OR BETTER. 6. ANY CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 AND ASTM STANDARDS WHERE THEY APPLY. 7. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE SHALL BE POURED WITH A SLUMP OF 2-4" AND SHALL CONTAIN 5-7% AIR ENTRAINMENT. IF OTHER CONCRETE SPECIFICATIONS ARE PROVIDED IN THE BID PACKAGE, THOSE SPECIFICATIONS SHALL SUPERCEDE THE ABOVE SPECIFICATIONS. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION AND THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS WORK IN ACCORDANCE WITH THE LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 10. ALL WORK IN SCDOT RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE SCDOT. IF TRAFFIC ON STATE ROADS IS IMPACTED, THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN TO BE APPROVED BY SCDOT PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 11. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES, BMPs) AS NECESSARY TO PREVENT IMPACT TO PUBLIC ROADS, PRIVATE PROPERTIES, DRAINAGE SYSTEMS AND RECEIVING WATERWAYS. 12. INSTALLATION OF STORMWATER PIPE MUST BE PERFORMED ACCORDING TO THE MANUFACTURER'S SPECIFICATION AND BE IN COMPLIANCE WITH RELEVANT STANDARDS.

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MIN. SIDE CLEARANCE

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C

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L

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FINISHED GRADE (SEE NOTE #6)

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UNDISTURBED SOIL

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RIGID PIPE: CLEAN SELECT BACKFILL COMPACTED TO 98%M MIN. STD. PROCTOR NON-RIGID PIPE: STONE BEDDING UP TO SPRING LINE

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NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER SHALL BE USED IN BACKFILL MATERIAL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS AND 12" LAYERS IN NON-TRAFFIC AREAS. 5. USE 4" MIN. STONE BEDDING. INCREASE TO 6" MIN. BEDDING FOR ROCK BOTTOMS AND 8" MIN. BEDDING FOR WET OR UNSTABLE BOTTOMS. 6. SEE GRASSING SPECS FOR FINISHED GRADE TREATMENT IN NON-TRAFFIC AREAS. 7. SEE PATCHING DETAIL FOR PAVEMENT REPAIR IN TRAFFIC AREAS.

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N.T.S.

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%%UPIPE BEDDING

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PIPE ZONE SELECT BACKFILL (CLEAN SOIL, SAND, OR STONE COMPACTED TO 98% MIN. STD. PROCTOR)

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NOTE: USE 100% STONE BACKFILL FOR PIPE LOCATED DIRECTLY UNDER CURBS OR WITHIN ROADWAYS

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N.T.S.

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%%UCONCRETE COLLAR

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CONCRETE COLLAR 3000 PSI, 6" MIN. COVER

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USE SOLID CONCRETE BRICK TO SEAL JOINT

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MATCH PIPE INVERTS

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BIGGER PIPE

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SMALLER PIPE

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R2"

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R1"

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N.T.S.

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%%UEXTRUDED CURB

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NOTES: 1. CONCRETE TO BE 3000 PSI MINIMUM. 2. PROVIDE CONTROL JOINTS AT 10' SPACING. 3. CURB TO BE INSTALLED ON BINDER AND BACKFILLED USING LIGHT COMPACTION. 4. DO NOT USE HEAVY COMPACTION BEHIND CURB UNTIL SURFACE COURSE HAS BEEN INSTALLED.

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N.T.S.

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%%UTYPICAL ASPHALT PAVING

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NEW 1.5" ASPHALT SURFACE

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NEW 2.5" ASPHALT BINDER

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NEW 6" STONE BASE

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EXISTING PAVEMENT

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SAWCUT TO NEAT EVEN EDGE, TACK PRIOR TO PAVING

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DENSIFIED SUBGRADE OR COMPACTED FILL @ 98% STD. PROCTOR, MINIMUM

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RIP RAP CHECK DAM

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SPACING

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50' MAX.

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5%

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5%

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35' MAX.

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20' MAX.

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10%

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'L'

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PLACE GEOTEXTILE UNDER RIP RAP

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N.T.S.

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FLOW

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A

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A

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1

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1

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1

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1

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%%uRIP RAP CHECK DAM

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BACK OF DIKE

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DEPRESS 6"-8" @ CENTER OF DIKE TO CARRY OVERFLOW (3' WIDE)

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%%USECTION A-A

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SWALE SLOPE

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A

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B

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SLOPE

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NOTE: SPACE CHECK DAMS SUCH THAT PTS. A & B ARE OF EQUAL ELEVATION

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NOTE: THE BACKSIDE OF THE CHECK DAM WILL CONSIST PRIMARILY OF 57-STONE. THE FRONT OF THE CHECK WILL CONSIST OF SURGE STONE.

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3:1 SIDE SLOPES

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N.T.S.

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%%UTYPICAL DITCH CROSS-SECTION

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NOTES: DITCH WILL BE MATTED AND SEEDED TO PROVIDE VEGETATION.

Dt-2EROSION CONTROL

DETAILS AND NOTES

●

●

’

� A.

� B.

C.

� D.

’

Rosa Lane Drainage

Improvement Project


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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISION

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CONSTRUCTION SEQUENCE BAR CHART

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Start

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End

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OBTAIN PERMIT, CONTACT REGULATORY AGENCY

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INSTALL PERIMETER EROSION CONTROLS

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CLEAR/GRUB/DEMO

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PERFORM GRADING & DRAINAGE WORK, INSTALL EROSION CONTROLS AS WORK PROGRESSES

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SITE CLEAN-UP AND FINAL GRASSING

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REMOVE EROSION CONTROL MEASURES AFTER FINAL STABILIZATION

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ENGINEER CERTIFICATION

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SUBMIT NOI NO LATER THAN 30 DAYS AFTER STABILIZATION/COMPLETION

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GRADE

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GEOTEXTILE FABRIC ON HOG WIRE BACKING

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GRADE

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STEEL POST

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GEOTEXTILE FABRIC ON WIRE BACKING

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EXTEND FABRIC TO BOTTOM OF TRENCH

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FILL TRENCH WITH GRAVEL

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WIDE

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BACKFILL AND COMPACT TRENCH

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EXTEND FABRIC TO BOTTOM OF TRENCH

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GEOTEXTILE FABRIC ON WIRE BACKING

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STEEL POST

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MIN.

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MIN.

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MIN.

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%%UFRONT VIEW

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%%USILT FENCE

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N.T.S.

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%%URECTANGULAR TRENCH

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CLEAN SILT FENCE WHEN SILT REACHES

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HALF THE HEIGHT OF THE FENCE.

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%%UNOTE:

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%%UVEE TRENCH

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%%USIDE VIEW

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< 2%

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Slope

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Slope

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SLOPE LENGTH BETWEEN

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ROWS OF SILT FENCE

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100'

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2 to 5%

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75'

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50'

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25'

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> 20%

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15'

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Length

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5 to 10%

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10 to 20%

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MAXIMUM ALLOWABLE

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GRADE

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PROVIDE 6" OVERLAP AT ENDS

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PROVIDE 6" OVERLAP AT EDGES

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SECURE EDGES W/ STAPLES @ 12" O.C. (TYP)

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KEY TRENCH (SEE DETAIL)

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STAPLE @ 12" O.C. (TYP)

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%%UKEY TRENCH

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%%UEROSION CONTROL BLANKET (ECB)

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N.T.S.

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TOP/SLOPE (TYP)

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BOT/SLOPE (TYP)

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ECB INSTRUCTIONS: 1. PREPARE SOIL BEFORE INSTALLING ECB, SMOOTH SURFACE AND REMOVE ROCKS, ROOTS, AND/OR OTHER DEBRIS. APPLY LIME, FERTILIZER AND SEED PER THE PROJECT SPECIFICATIONS AND/OR AS DIRECTED BY THE ENGINEER. 2. BEGIN AT TOP OF SLOPE BY ANCHORING BLANKET IN KEY TRENCH, USING STAPLES AT 12" O.C. COMPACT SOIL IN TRENCH AND FOLD BLANKET BACK OVER TRENCH AND STAPLE AT 12" O.C. 3. ROLL ECB DOWN SLOPE, AND LAP ENDS (SHINGLE STYLE) WITH 6" MIN. OVERLAP & STAPLE AT 12" O.C. 4. PLACE ADDITIONAL ECB DOWN SLOPE, OVERLAPPING EDGES 6" MIN. & STAPLE AT 12" O.C. 5. STAPLE ECB ACCORDING TO MANUFACTURER'S INSTALLATION GUIDE. IN LOOSE SOIL CONDITIONS, USE LONGER STAPLES TO PROPERLY SECURE THE ECB.

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SEEDING INSTALLATION CHART

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DATE

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SEED

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RATE

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AUG 15 - NOV 1

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Tall Fescue

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120 lbs/acre

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NOV 1 - MAR 1

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Tall Fescue

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120 lbs/acre

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Abruzzi Rye

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25 lbs/acre

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MAR 1 - APR 15

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Tall Fescue

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120 lbs/acre

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APR 15 - JUN 30

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Hulled Common Bermuda

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25 lbs/acre

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Sericea Lespedeza (Unhulled)

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50 lbs/acre

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Sericea Lespedeza (Hulled)

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50 lbs/acre

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Browntop Millet

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25 lbs/acre

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Sorghum-Sudon Hybrids

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30 lbs/acre

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JUL 1 - AUG 15

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Tall Fescue

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120 lbs/acre

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Browntop Millet

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25 lbs/acre

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Sorghum-Sudon Hybrids

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30 lbs/acre

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SEQUENCE OF CONSTRUCTION: 1. OBTAIN ALL PERMITS. 2. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTACT THE REGULATORY AUTHORITY AS INDICATED ON THE APPROVED GRADING PERMIT, OR THE CONTRACTOR SHALL FILE NOTICE OF INTENT (NOI) AS NECESSARY. 3. INSTALL SEDIMENT EROSION CONTROLS AS FOLLOWS: A. SILT FENCES SHALL BE USED TO PREVENT SILT FROM LEAVING THE LIMITS OF CONSTRUCTION. B. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE USED AT LOCATIONS WHERE CONSTRUCTION VEHICLES ACCESS PUBLIC ROADS. VEHICLES SHALL BE WASHED DOWN AS NECESSARY TO PREVENT TRACKING OF SILT OFFSITE. C. SEDIMENT TRAPS AND STONE FILTER DIKES SHALL BE INSTALLED AS INDICATED ON PLANS AND AS DIRECTED BY THE ENGINEER. D. GRADED AREAS IN WHICH WORK IS NOT PERFORMED DURING SEVEN (7) CALENDAR DAYS SHALL BE TEMPORARILY SEEDED OR OTHERWISE STABILIZED. E. RIP RAP CHECK DAMS AND/OR SEDIMENT TUBES SHALL BE USED TO PREVENT EROSION IN NEWLY GRADED DITCHES AND AROUND INLETS AS INDICATED ON THE PLANS AND AS DIRECTED BY THE ENGINEER. F. 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 DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE. G. 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. H. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. I. 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. J. 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. K. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL REMOVE MUD/SOIL DAILY FROM PAVEMENT, AS REQUIRED. 4. THE ANTICIPATED SEQUENCE OF CONSTRUCTION IS AS FOLLOWS: A. CLEAR AND GRUB ONLY AREAS NECESSARY FOR PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. B. CONSTRUCT PERIMETER CONTROLS. C. REMOVE EXISTING STRUCTURES, UTILITY POLES, AND TREES WITHIN THE CONSTRUCTION AREA AS NECESSARY. D. START EARTHWORK. INSTALL INTERIOR EROSION CONTROLS AS WORK PROGRESSES. E. INSTALL PROTECTION AROUND INLETS AND STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE (WITHIN 7 CALENDAR DAYS). F. PROCEED WITH CONSTRUCTION. LIMIT DISTURBED AREAS TO AREAS WITH WORK IN PROGRESS TO LIMIT DISRUPTION TO TRAFFIC. SCHEDULE WORK TO MAINTAIN ACCESS TO ALL DRIVEWAYS AS LONG AS POSSIBLE. G. EROSION CONTROLS MAY BE REMOVED AFTER THE AREA CONTRIBUTING FLOW TO THAT PARTICULAR EROSION CONTROL DEVICE HAS BEEN STABILIZED. H. STABILIZE ALL REMAINING AREAS. I.INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. J. REMOVE SEDIMENT CONTROLS 30 DAYS AFTER ALL DISTURBED AREAS HAVE STABILIZED. K. THE CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (NOT) TO THE REGULATORY AUTHORITY NO LATER THAN 30 DAYS AFTER FINAL STABILIZATION AND END OF ALL CONSTRUCTION.

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ENGINEER CERTIFICATION: THE COUNTY OF GREENVILLE SHALL PERFORM A FINAL INSPECTION TO CERTIFY THAT ALL STORMWATER MANAGEMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED ACCORDING TO THE APPROVED PLANS. OPERATIONS AND MAINTENANCE PLAN: THE FOLLOWING OPERATIONS AND MAINTENANCE PLAN WILL APPLY TO THE PROJECT: PHASE I, CONSTRUCTION DURING CONSTRUCTION AND BEFORE FINAL ACCEPTANCE BY THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES ACCORDING TO THE APPROVED PLANS, INCLUDING BUT NOT LIMITED TO: 1. SILT FENCES SHALL BE CLEANED BEFORE SILT REACHES 1/3 THE HEIGHT OF THE SILT FENCE, AND ANY DAMAGED OR MISSING SILT FENCE SHALL BE PROMPTLY REPLACED. 2. SEDIMENT TUBES SHALL BE FREQUENTLY MAINTAINED AND REPAIRED AS NECESSARY, AND ANY COLLECTED SEDIMENT SHALL BE REMOVED BEFORE IT REACHES 1/2 THE HEIGHT OF THE STRUCTURE. 3. CATCH BASIN INLET PROTECTION SHALL BE FREQUENTLY MAINTAINED AND REPAIRED AS NECESSARY, AND ANY COLLECTED SEDIMENT SHALL BE REMOVED BEFORE IT REACHES 1/2 THE HEIGHT OF THE STRUCTURE. 4. THE RIP RAP APRONS SHALL BE MAINTAINED, CLEANED, AND REPAIRED ON A REGULAR BASIS, AND REPLENISHED WITH ADDITIONAL ROCK IF NEEDED BEFORE COMPLETION OF THE PROJECT. 5. PERMANENT GRASSING SHALL BE ESTABLISHED PER THE PLAN AND SPECIFICATIONS. PHASE II, PERMANENT MAINTENANCE AFTER FINAL ACCEPTANCE OF THE SITE, THE OWNER SHALL BE RESPONSIBLE FOR PERMANENT MAINTENANCE OF ALL STORM DRAINAGE SYSTEMS AND STRUCTURES, AND EROSION CONTROL MEASURES, INCLUDING BUT NOT LIMITED TO: 1. THE ROADWAY AND CURBS SHALL BE MAINTAINED ON A REGULAR BASIS BY GREENVILLE COUNTY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED ON A REGULAR BASIS BY GREENVILLE COUNTY TO ENSURE THAT SITE RUNOFF IS ROUTED TO THE APPROPRIATE AREAS AS PER THE DESIGN. 3. VEGETATION STABILIZATION OF SLOPES AND GRASS IN OPEN AREAS SHALL BE MAINTAINED TO PREVENT EROSION.

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SITE INFORMATION: 1. THIS PROJECT SITE IS LOCATED IN GREENVILLE COUNTY. 2. THE TOTAL DISTURBANCE ON THE SITE IS APPROXIMATELY 0.1 ACRE. 3. RUNOFF FROM THE PROJECT SITE FLOWS TO TAR CREEK, THEN TO THE REEDY RIVER. SEEDING INSTALLATION: 1. SEED ALL DISTURBED AREAS OF CONSTRUCTION (EXCLUDING RIP RAP LINED DITCHES). 2. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE EASILY, WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY. 3. THE SUBGRADE OF ALL AREAS TO BE SEEDED SHALL BE RAKED, AND ALL RUBBISH, STICKS, ROOTS, AND STONES LARGER THAN 2 INCHES SHALL BE REMOVED. 4. FERTILIZER SHALL BE UNIFORMLY SPREAD AND DISKED OR ROTO-TILLED TO A DEPTH OF AT LEAST 4 INCHES. 5. IMMEDIATELY FOLLOWING THIS PREPARATION THE SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY. SEED SHALL BE APPLIED, DEPENDING ON THE PERIOD OF YEAR, ACCORDING TO THE CHART SHOWN BELOW. 6. ALL SEEDED AREAS SHALL BE MULCHED WITH CLEAN SMALL-GRAIN STRAW AT A RATE OF 1.5 TO 2 TONS PER ACRE. ASPHALT EMULSION SHALL BE APPLIED UNIFORMLY AT A RATE OF 300 GAL. PER ACRE TO TACK THE MULCH, UNLESS OTHERWISE SHOWN ON PLANS. MECHANICAL TACKING WILL BE CONSIDERED ON A CASE-BY-CASE BASIS AS APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION. RESEEDING SHALL BE DONE IF AND WHEN NECESSARY UNTIL A GOOD, HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED. 8. ON SLOPES, THE CONTRACTOR SHALL PROVIDE AGAINST WASHOUTS BY AN APPROVED METHOD. ANY WASHOUT WHICH OCCURS SHALL BE REGRADED AND RESEEDED AT THE CONTRACTOR'S EXPENSE UNTIL GOOD SOD IS ESTABLISHED.

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SF INSTALLATION NOTE: SILT FENCE NOT SHOWN ON PLAN, BUT IS TO BE PLACED WHEREVER DISTURBED AREAS HAVE POTENTIAL FOR CAUSING OFFSITE IMPACTS.

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ECB INSTALLATION NOTE: ECB NOT SHOWN ON PLAN, BUT IS TO BE PLACED WHEREVER DISTURBED AREAS ARE SLOPED AT 3:1 OR GREATER (STEEPER).

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SCDHEC STANDARD 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. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN 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, 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 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 SEDIMENT 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 FROMPAVEMENT, AS MAY BE REQUIRED. PAVEMENT, AS MAY BE REQUIRED. 7. RESIDENTIAL SUBDIVISIONS 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 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 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 STABILIZATION IS REACHED. 12. 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 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 DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.). 16. 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 SOAPS OR SOLVENTS USED 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 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 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. 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 THE DEPARTMENT HAS APPROVED OTHERWISE.

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%%UCB INLET PROTECTION

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N.T.S.

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CB WALL

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STEEL POST

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EXCAVATE FOR SEDIMENT STORAGE

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FILTER FABRIC W/ WIRE BACKING

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FILTER FABRIC W/ WIRE BACKING

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STEEL POST

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C.B.

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BURY FABRIC

Dt-3ROADWAY AND

DRAINAGE DETAILS

Rosa Lane Drainage

Improvement Project


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simpsonville, south carolina n - greenville county · n/f christopher j bradshaw tms#:...

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