Plan_Set_-_Little_Creek.pdf
PDF 20 MB Posted
- Solicitation number
- IFB #25030
- Issued by
- Greenville County, South Carolina
About this file
This document is a comprehensive plan set for the Little Creek Stream Improvement and Riparian Area Reclamation project in Greenville County, South Carolina. The plan set includes 22 detailed engineering and design sheets covering site plans, erosion control plans, construction sequencing, cross-sections, stream feature details, matting details, planting details, and landscape plans. The project focuses on a 6.5-acre stream restoration and reforestation effort along a 1,400-foot section of Little Creek, located near the intersection of Plano Drive and Vinson Drive. The restoration involves multiple phases of construction, including stream bank grading, installation of soil lifts, coir and turf reinforcement matting, boulder walls, bank toe treatments, and instream features such as cross vanes, boulder riffles, stream drops, and single arm vanes.
The project is funded through the South Carolina Office of Resilience (SCOR) ARPA-funded Stormwater Infrastructure Program (ASIP) grant, targeting flood risk reduction and ecological restoration in the Reedy River watershed. The plan set is marked as preliminary and not for construction, indicating it is a design-stage document pending final approvals. The detailed drawings specify precise engineering specifications for stream restoration techniques, erosion control measures, and riparian zone rehabilitation, including specific planting guidelines for native vegetation. The project aims to transform previously acquired floodplain buyout properties into a restored ecological environment, with careful attention to stream morphology, bank stabilization, and habitat restoration.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
REVISIONDATENo.
SITE PLAN VICINITY MAP SHEET INDEX
PROJECT No.:
SOUTH CAROLINA
PRELIMINARY
NOT FOR
CONSTRUCTION
PROJECT AREA
GREENVILLE COUNTY
C.000
514 Pettigru Street Greenville, SC 29601 864.252.3705
FAX: 864.421.9909
LITTLE CREEK STREAM RESTORATION AND
RIPARIAN AREA RECLAMATION
C.
C.
PLA
NO
D R.
VINSON DR.
D
EL
TA
D
R
LONG FOREST DR.
PECOS D
R.
PUEBLO DR.
COVINGTON RD.
Q U
E N
S B
U R
Y R
D
S W
A M
P R
A B
B
IT
T R
A
IL
SHARON DR.
MAPLESTEAD FARMS CT.
DERWOOD CIR.
B E
R E
A F
O R
E S
T C
IR
VINSON DR.
PLA
NO
D R.
D
EL
TA
D
R
PECOS D
R.
C.001
N O
TE
S
GENERAL NOTESLEGEND SEDIMENT AND EROSION CONTROL NOTES
SITE DATA
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
FA
X:
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
C.002
KEY
C O
N
ST
R U
C
TI
O N
S
EQ
U
EN
C E
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
CONSTRUCTION SEQUENCE
C.100
ER
O
SI
O
N C
O N
TR
O
L
PL
A N
PH
A
SE
C
K D
D
R
D
ES
D
A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
C.101
O
SI
O
N C
O N
TR
O
L
PL
A N
PH
A
SE
C
K D
D
R
D
ES
D
A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
C.102
O
SI
O
N C
O N
TR
O
L
PL
A N
PH
A
SE
C
K D
D
R
D
ES
D
A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
C.2
C.2
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.200
O
VE
R A
LL
P
LA
N
PH
A
SI
N G
P
LA
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.201
PL
A
N A
N D
P R
O
FI
LE
LEGEND
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.202
PL
A
N A
N D
P R
O
FI
LE
LEGEND
C.300
R
O
SS
S
EC
TI
O
N P
LA
N
SHEETS C.301 & C.302
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
SHEETS C.303 & C.304
0+00.00
0+50.00
1+00.00
1+50.00
2+00.00
2+50.00
3+00.00
3+50.00 C.301
C R
O
SS
S
EC
TI
O
N S
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
NOTE: MAINTAIN RELIEF TOWARDS STREAM FOR ALL CROSS SECTIONS
4+00.00
4+50.00
5+00.00
5+50.00
6+00.00
6+50.00
7+00.00
7+50.00 C.302
C R
O
SS
S
EC
TI
O
N S
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
8+00.00
8+50.00
9+00.00
9+50.00
10+00.00
10+50.00
11+00.00
11+50.00 C.303
C R
O
SS
S
EC
TI
O
N S
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
NOTE: NO CHANGE AT BRIDGE FACE
12+00.00
12+50.00
13+00.00
13+50.00
14+00.00
14+50.00
15+00.00
C.304
C R
O
SS
S
EC
TI
O
N S
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
NOTE: ALL CROSS SECTIONS SHOWN AS LOOKING DOWNSTREAM
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C K
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.400
ER
O
SI
O
N C
O N
TR
O
L D
ET
A
IL
S
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.401
ER
O
SI
O
N C
O N
TR
O
L D
ET
A
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.402
ST
R
EA
M
F
EA
TU
R
E D
ET
A
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.403
ST
R
EA
M
F
EA
TU
R
E D
ET
A
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.404
ST
R
EA
M
F
EA
TU
R
E D
ET
A
IL
S
2.0'
2.0'
MATTING SECTIONS
MEET, INSTALL TIGHT
TO ONE ANOTHER.
48" UNDERLAYMENT SEAM
INSTALLED 2.0' UNDER EITHER
SIDE OF THE MATTING.
1.5' U-ANCHORS INSTALLED IN 3'
INCREMENTS THE LENGTH OF
THE LONGITUDINAL SEAM.
INSTALL SO THAT THE ANCHOR
PENETRATES THROUGH BOTH
MATTING SECTIONS
VEGETATED CONCRETE
BLOCK MATTING
SUBSEQUENT MATTING PANELS AND
UNDERLAY ARE SHINGLED 1.5' UNDER
PREVIOUS PANEL.
NOTES
1. THE RIVER BANK SUBGRADE MUST BE STABLE, UNIFORMLY GRADED AND FREE OF ROCKS, ROOTS AND OTHER DEBRIS.
2. SITE SPECIFIC SEED MIXES, INCLUDING NATIVE GRASSES, SHOULD BE INSTALLED ON THE PREPARED SUBGRADE PRIOR TO INSTALLING
THE MATTING.
3. THE TOP EDGE OF THE MATTING SHOULD BE A MINIMUM OF 3.0' ABOVE THE EXPECTED HIGH WATER ELEVATION OF THE RIVER AND THE BOTTOM EDGE SHOULD BE A MINIMUM OF 4.0' BELOW THE EXPECTED LOW WATER ELEVATION. FOR APPLICATION WHERE WATER AND
DEPTH IS BELOW 4.0', BANK SHOULD EXTEND 2.0' PAST THE TOE.
4. FOR WIDTH WIDER THAN WAHT US AVAILABLE, BRIDGE WITH 4.0' UNDERLAYMENT (2.0' UNDER EACH MAT) AND ABUT TIGHTLY TOGETHER.
SECURRING SEAM WITH U-ANCHORS OR PERCUSSIVE FRIVEN EARTH ANCHORS.
5. THE INITIAL LEADING EDGE OF THE MATTTING EXPOSED TO FLOW SHAL BE EMBEDDED 2.0' VERTICALLY BEYOND THE ANTICIPATED SCOUR
POINT. THE ANCHOR TRENCH SHALL BE FILLED AND COMPACTED WITH RIFFLE MATERIAL.
6. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 1.5' FROM THE END OF THE UPSTREAM MAT, WITH THE DOWNSTREAM SECTION LAYED IN A SHALLOW TRENCH. USE PERCUSSIVE DRIVEN EARTH ANHORS IN THE STREAM BED TO SECURE THE
MATTING.
7. REFER TO MANUFACTURER RECOMENDATIONS FOR STAKING PATTERN, WHICH MAY INCLUDE A MIX OF 1.5' REBAR U ANCHORS AND
PERCUSSIVE DRIVEN EARTH ANCHORS.
8. AT THE END OF EACH ARMORED STREAMBANK SECTION, EMBED THE MAT 2.0' PAST THE ANTIPATED SCOUR POINT IN A TERMINATION TENCH. THE MATTING SHALL BE ACHORED AND THE TENCH SHALL BE FILLED AND COMPACTED WITH A SUITABLE FILL MATERIAL.
NOTES:
1. RIPRAP SHALL BE CLASS B UNLESS OTHERWISE NOTED.
2. 8 OUNCE NONWOVEN GEOTEXTILE SHALL BE INSTALLED AS SHOWN.
3. GEOTEXTILE SHALL BE ANCHORED AS SHOWN.
4. GRADE TO TOP OF BANK AT 3:1 UNLESS OTHERWISE SHOWN IN PLANS.
5. IF DURING THE PROJECT, THE RIRAP BECOMES SILTED IN, INCLUDE THE AREA IN THE
RIPARIAN PLANTING PLAN.
6. TOP DRESSING AND MINOR PATCHING OF THE SYSTEM IS EXPECTED AND SHOULD BE
CONSIDERED INCIDENTAL TO THE COST OF INSTALLATION.
EXISTING GRADE EXISTING GRADE
1'
1'
WIDTH AS SHOWN IN PLANS
WIDTH AS SHOWN IN PLANS
2.0 TIMES MAXIMUM
RIPRAP DAIMETER
WITH 2' MINIMUM
NONWOVEN GEOTEXTILE
CLASS B
RIPRAP
REBAR
U-ANCHOR
0.5' OF TOPSOIL
COVER FOR
VEGETATION
ESTABLISHMENT
SECTION VIEW
DUCKBILL PDEA
(SEE DETAIL)
BASE FLOW WATER SURFACE ELEV.
2.0 TIMES MAXIMUM
RIPRAP DAIMETER
WITH 2' MINIMUM
CONTINUOUS STREAM TOE AS SHOWN IN PLANS
LENGTH AS SHOWN ON PLANS
(LENGTH INCLUDES TOE ROCK)
BANKFULL
0.2-0.4'
STREAMBED
NONWOVEN GEOTEXTILE
DUCKBILL PDEA
(SEE DETAIL)
CLASS B
RIPRAP
TOE ROCK
(SEE DETAIL)
(GRADE STREAMBANK
AS SHOWN IN PLANS)
TIE INTO GRADE AT
3:1 SLOPE
EXISTING
GRADE
LONGITUDINAL VIEW
OUTLET CHANNEL PROTECTION
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.405
M A
TT
IN
G D
ET
A
D
D R
D
ES
D A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O N
C.406
PL
A
N
TI
N G
D
ET
A
C.500
LA
N
D
SC
A
PE
P
LA
N C
K D
D
R
D
ES
D
A
TE
PR
O
JE
C
T N o:
R
EV
IS
IO
N
D A
TE
N o.
G R
EE
N
VI
LL
E C
O U
N
TY
, S C
PRELIMINARY
NOT FOR
CONSTRUCTION
Pe tti gr u
St re et G re en vi lle
, S C
4.
2.
.4
.9
LI
TT
LE
C
R
EE
K S
TR
EA
M
IM
PR
O
VE
M
EN
T
A N
D R
IP
A
R
IA
N A
R
EA
R
EC
LA
M
A
TI
O
File details come from the government source that posted it. Updated .