Flowers Solar Farm, LLC - Flowers Solar Farm_IFC Set_2017-12-19_Rev.5_Signed

SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - COVER.dwg LAYOUT: 1 COVERPLOTTED: 12/19/2017 11:34 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
CONSTRUCTION
PLANS FOR
FLOWERS
SOLAR LLC
3188 BAILEYS XRDS ROAD
BENSON, NC 27504
EROSION CONTROL SELF INSPECTION
1. THE PURPOSE OF SELF INSPECTION IS TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, INCLUDING THE INSTALLATION AND
MAINTENANCE OF MEASURES, AND THE PROVISION OF GROUND COVER IN A TIMELY
MANNER.
2. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK
DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS,
SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE
FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS MUST
BE INSPECTED.
3.A “SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS
113A-54.1” MUST BE COMPLETED. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE
PROJECT SITE.
4. THE SELF-INSPECTION REPORT FOR LAND-DISTURBING ACTIVITY IS TO BE COMPLETED
AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
COMPLETE. THESE PHASES MAY INCLUDE:
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
INSTALLATION OF STORM DRAINAGE FACILITIES;
COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
5. THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE
SITE. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE
PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS
SHALL ALSO BE MADE AVAILABLE ON THE SITE.
NPDES GENERAL PERMIT NCG 010000
1. THE INTENT OF THIS PERMIT IS TO COVER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
THAT WILL RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE OR FROM
CONSTRUCTION ACTIVITIES INVOLVING LESS THAT ONE (1) ACRE AND WHICH ARE APART OF A
COMMON PLAN OF DEVELOPMENT OR SALE EQUAL TO OR GREATER THAN ONE (1) ACRE.
2. YOU MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR YOUR
PROJECT BY THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT OR BY AN APPROVED LOCAL
PROGRAM.
3. WHEN-EVER LAND DISTURBING ACTIVITY THAT WILL DISTURB MORE THAN ONE ACRE IS UNDERTAKEN
ON A TRACT, THE PERSON CONDUCTING THE LAND-DISTURBING ACTIVITY SHALL INSTALL EROSION
AND SEDIMENT CONTROL DEVICES AND PRACTICES THAT ARE SUFFICIENT TO RETAIN THE SEDIMENT
GENERATED BY THE LAND-DISTURBING ACTIVITY WITHIN THE BOUNDARY OF THE TRACT DURING
CONSTRUCTION UPON AND DEVELOPMENT OF THE TRACT, AND SHALL PLANT OR OTHERWISE
PROVIDE PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION AFTER COMPLETION OF
CONSTRUCTION OR DEVELOPMENT WITHIN A TIME PERIOD TO BE SPECIFIED BY RULE OF THE
COMMISSION.
4. YOU MUST KEEP RAIN GAUGE ON SITE.
5. YOU MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK AND
WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING 24 HOUR
PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
6. YOU MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES YOUR SITE AND EVALUATE
THE EFFECT ON NEARBY STREAMS OR WETLANDS. CORRECTIVE ACTION MUST BE TAKEN IF
SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR CAUSES A VISIBLE
INCREASE IN TURBIDITY OF ANY WATERBODY.
7. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. DEDICATED AREA FOR DEMOLITION,
CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STEAMS
UNLESS NO REASONABLE ALTERNATIVE IS AVAILABLE. EARTHEN-MATERIAL STOCKPILES MUST BE
LOCATED 50' FROM STORM DRAINS AND STEAMS UNLESS NO REASONABLE ALTERVATIVE IS
AVAILABLE. CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
8. YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL HARNETT COUNTY,
NCDEQ, AND NCDOT
STANDARDS AND SPECIFICATIONS
SHEET
C-1
C-2
C-3
C-4-5
C-6
C-7-11
DESCRIPTION
COVER
EXISTING CONDITIONS PLAN
SITE PLAN
EROSION CONTROL PLAN
FINAL GRADING AND SITE PLAN
DETAILSBAILEYS
XRDs
ROAD
(SR
1581
)BAILEYCHIC ENNIS ROADNC

2
7
SCALE: 1" = 2000'
VICINITY MAP
PROPERTY OWNER: SARAH ENNIS FLOWERS & CONRAD D.
FLOWERS
DEED BOOK: 3255 PAGE: 0733
PIN: 07161-0009-602
CALL 48 HOURS
BEFORE YOU DIG
NORTH CAROLINA
ONE-CALL CENTER
1-800-632-4949
www.kleinfelder.com
3200 GATEWAY CENTER BLVD
MORRISVILLE, NC 27560
O: 919-755-5011 F: 919-755-1414
NC License # F-1143
SITECHIC ENNIS ROAD(SR 1562)ROADRED
HI
L
L
C
H
U
R
C
H
ROA
D (
S
R
1
7
0
3)
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
1 11
C-1
COVER
AS THE OWNER OF RECORD, I HEREBY FORMALLY
CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON
THIS SITE PLAN AND ALL REGULATIONS AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES
______________________________________
DATE OWNER SIGNATURE
3
4
5
2
9
5
3
0
0
3002932942
9
6
2972
9
8
29929
5
2
9
2
29
3
294
296
297
298299299
2
7
0
2752
8
0
2
8
5
2902
6
6
2
6
7
2
6
8
2
6
9
2
7
1
2
7
2
2
7
3
2
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2
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2
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2
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2
7
9
2
8
1
2
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2
2
8
3
2
8
4
2
8
6
2
8
7 2872
8
7
2
8
8
2
8
9
2912922932602572582592612
6
2
2
6
3
290
2
8
7
2
8
8
2
8
9
291
292
2
9
3290287288289291292292 2
7
0
275
280
285
2
9
0
26
8
2
6
9
27
1
27
2
27
3
274
276
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279
281
282
283
284
286
287
288
2
8
9
270275280285 266267268269271272273274276277278279281282283284286
N/F
MICHAEL SCOTT WILLIFORD,
JESSICA LYNN WILLIFORD AND
JEREMY DALE WILLIFORD
DB 833 PG 386
PIN# 1610-84-1404.00
N/F
WILLIAM DANNY NORRIS AND
GLENDA NORRIS NORDAN
DB 910 PG 766
PB 2015 PG 100
PIN# 1610-84-6188
N/F
SANDERFORD PATRICIA ENNIS &
SANDERFORD JAMES DONALD
DB 3255 PG 664
PB 2014 PG 301
PIN# 1610-85-1879
N/F
SARAH ENNIS FLOWERS &
CONREY D. FLOWERS
PB 2014 PG 301
DB 3255 PG 733
PIN# 1610-85-7257
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - EXISTING CONDITIONS.dwg LAYOUT: 2 EXISTING CONDITIONS PLANPLOTTED: 12/19/2017 11:34 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
N
2 11
SCALE IN FEET
0 80 160 240
SCALE: 1" = 80'
LEGEND
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING TREE LINE
NOTES
1. TOPOGRAPHIC SURVEY PROVIDED BY GREEN MOUNTAIN ENGINEERING PLLC.
DATED 7/11/2017.
2. WETLAND FLAG BOUNDARY SURVEY PROVIDED BY PILOT ENVIRONMENTAL INC.
DATED 10/8/2015.
3. PROPERTY OWNER: SARAH ENNIS FLOWERS & CONRAD D. FLOWERS
DEED BOOK: 3255 PAGE: 0733
PIN: 1610-85-7257.000
4. A PORTION OF THIS PROPERTY FALLS WITHIN THE 100 YEAR OR OTHER SPECIAL
HAZARD FLOOD ZONES ACCORDING TO FEMA FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBERS 3720160000K & 37201620000K, EFFECTIVE DATE
SEPTEMBER 5, 2007. NO PROPOSED IMPACT OR PORTION OF THE PROJECT AREA
LIES WITHIN THIS 100 YEAR FLOOD ZONE AREA.
5. NO PROPOSED STREAM OR WETLAND IMPACTS ARE NECESSARY FOR
DEVELOPMENT OF THIS SOLAR FARM.
EXISTING MINOR CONTOUR (1')
EXISTING MAJOR CONTOUR (5')275
EXISTING STREAM CENTERLINE
EXISTING SETBACK BOUNDARY
EXISTING ZONING BOUNDARY
EXISTING EDGE OF PAVEMENT
274
EXISTING CULVERT
EXISTING ADJACENT
PROPERTY LINE
EXISTING TREE LINE (TYP.)
EXISTING STREAM
CENTERLINE
EXISTING ROW 25' SIDE
BUILDING
SETBACK
35' FRONT
BUILDING
SETBACK
EXISTING EDGE
OF PAVEMENT
EXISTING
WETLAND (TYP.)
C-2
EXISTING CONDITIONS PLANBAILEYS
XRDs
ROAD

(SR
1581
)
EXISTING ASPHALT
DRIVEWAY AND 18" CULVERT
EXISTING ZONING
BOUNDARY
EXISTING 100-YEAR FLOOD PLAIN
EXISTING WETLAND
EXISTING SURFACE WATER
25' SIDE
SETBACK
INV. IN:
287.00'
INV. OUT:
286.26'
EXISTING POND
N/F
MICHAEL SCOTT WILLIFORD,
JESSICA LYNN WILLIFORD AND
JEREMY DALE WILLIFORD
DB 833 PG 386
PIN# 1610-84-1404.00
N/F
WILLIAM DANNY NORRIS AND
GLENDA NORRIS NORDAN
DB 910 PG 766
PB 2015 PG 100
PIN# 1610-84-6188
N/F
SARAH ENNIS FLOWERS &
CONREY D. FLOWERS
PB 2014 PG 301
DB 3255 PG 733
PIN# 1610-85-7257
N/F
SANDERFORD PATRICIA ENNIS &
SANDERFORD JAMES DONALD
DB 3255 PG 664
PB 2014 PG 301
PIN# 1610-85-1879
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - SITE PLAN.dwg LAYOUT: 3 SITE PLANPLOTTED: 12/19/2017 11:35 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
C-3
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
SITE PLAN
MDI
CONSTRUCTION
N
3 11
SCALE IN FEET
0 80 160 240
SCALE: 1" = 80'
PROPOSED LAYDOWN AREA
(PANELS IN THIS AREA TO BE
INSTALLED LAST)
PROPOSED 18'
SWING GATE (TYP.)
SITE DATA
PIN #: 07161-0009-602
OWNER: SARAH ENNIS FLOWERS AND CONREY FLOWERS
DEED BOOK/PAGE: 03255/0733
ZONING: RA-30 AND CONSERVATION
PARCEL ACREAGE: 40.75
DISTURBED ACREAGE: 26
CURRENT LAND USE: AGRICULTURAL / WOODED
SITE ADDRESS: 3188 BAILEYS XRDS RD
PROPOSED USE: SOLAR ENERGY SYSTEM
APPROXIMATE AREA OF PROPOSED SOLAR FARM: ± 20 ACRES
APPROXIMATE IMPERVIOUS SURFACE AREA: 599 SQ. FT
MIN. SETBACK REQUIREMENTS: PER HARNETT COUNTY, NC ORDINANCE:
- FRONT: 30 FT FROM PROPERTY LINE TO SOLAR PANELS
- SIDE: 25 FT FROM PROPERTY LINE TO SOLAR PANELS
- REAR: 25 FT FROM PROPERTY LINE TO SOLAR PANELS
ACTIVE SOLAR STRUCTURES SHALL MEET THE MINIMUM SETBACK FOR THE
ZONING DISTRICT IN WHICH IT IS LOCATED OR BE SETBACK A MINIMUM OF 25
FEET FROM ALL PROPERTY LINES OR RIGHT (S)-OF-WAY, WHICH EVER IS
GREAT.
*LAYOUT WITHIN FENCE IS SUBJECT TO CHANGE WITH FINAL
ELECTRICAL DESIGN.
CONTRACTOR: ENGINEER:
SOUTHERN CURRENT KLEINFELDER INC.
1634 ASHLEY RIVER ROAD 3200 GATEWAY CENTRE BLVD.,
CHARLESTON, SC 29407 SUITE 100
843.609.5384 MORRISVILLE, NC 27560
919-755-5011
30' BUFFER PLANTING (PLAN VIEW)1
SCALE: N/A
EXISTING EDGE OF
PAVEMENT (TYP.)
25' SIDE BUILDING SETBACK (TYP.)
PROPOSED SOLAR
ARRAY PV MODULES ON
GROUND MOUNTED
RACKING SYSTEM (TYP.)
PROPOSED
TRANSFORMER PAD (TYP.)
PROPOSED 14' WIDE
AGGREGATE ROADWAY (TYP.)
PROPOSED
INTERCONNECTION POINT
PROPOSED 6' CHAIN
LINK FENCE (TYP.)
EXISTING TREE LINE (TYP.)
PROPOSED TREE LINE (TYP.)
35' FRONT BUILDING SETBACK (TYP.)
PROPOSED CULVERT 1:
56 LF OF 15" Ø
RCP CLASS IV @ 1.88%
ROAD TOP ELEV: 297.8'BAILEYS
XRDs ROAD

(SR
1581
)
PROPOSED CULVERT 2:
64 LF OF 18" Ø
RCP CLASS IV @ 1.00%
PROPOSED CULVERT 3:
56 LF OF 18" Ø
RCP CLASS IV @ 2.13%
INV. OUT:
284.88'
2 PROPOSED 15' X 30'
PARKING AREAS WITH
STOP BLOCKS
PROPOSED 20' ASPHALT APRON
(SEE NOTE 6 THIS SHEET)
LEGEND
PROPOSED LEASE LINE
EXISTING ADJACENT
PROPERTY BOUNDARY
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF UNPAVED ROAD
EXISTING TREE LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING RIGHT-OF-WAY
EXISTING WETLAND
EXISTING ROAD CULVERT
EXISTING WATER LINE
EXISTING SETBACK LINE
35
36
EXISTING MAJOR CONTOUR (5')
EXISTING MINOR CONTOUR (1')
EXISTING UTILITY POLE
PROPOSED ACCESS ROAD
PROPOSED PERMANENT FENCE
PROPOSED UNDERGROUND
ELECTRIC LINE
PROPOSED LANDSCAPE BUFFERPROPOSED TREE LINE
PROPOSED ASPHALT APRON
PROPOSED UNDERGROUND
ELECTRIC LINE
PROPOSED CULVERT 5:
48 LF OF 18" Ø
RCP CLASS IV @ 1.38%
PROPOSED LIMIT OF DISTURBANCE
PROPOSED LIMIT OF DISTURBANCE
EXISTING POND
1
1
2
1
1
NOTES
1. CONDITIONAL USE PERMIT #BA-CU-02-16, APPROVED FEBRUARY 8, 2016.
2. ALL ACCESS ROAD CENTERLINE RADII SHALL BE 25' UNLESS NOTED
OTHERWISE.
3. CLEARED LAND SHALL BE KEPT TO A MINIMUM AND OCCUR ONLY TO THE
EXTENT NECESSARY FOR DEVELOPMENT.
4. MAINTAIN 15' SERVICE AREA ON INSIDE OF FENCE AROUND ARRAY LAYOUT
FOR MAINTENANCE.
5. LANDSCAPING DESIGN AS SHOWN AND PROVIDED FROM APPROVED
CONDITIONAL USE PERMIT DATED FEBRUARY 08, 2016.
6. SOLAR ARRAY PROVIDED BY SOUTHERN CURRENT DECEMBER 19, 2017.
7. DRIVEWAY ENTRANCE APRON MUST BE PAVED WITH 2" SUPERPAVE MIX
SF-9.5A, 38' FROM EXISTING EDGE OF PAVEMENT TO RIGHT-OF-WAY WITH 35'
RADII. SUB-GRADE WILL CONSIST OF 8" OF ABC STONE.
8. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL
DISTRICT.
9. SOUTHERN CURRENT WILL BE RESPONSIBLE FOR MAINTENANCE OF
PARKING AREAS AND ALL LANDSCAPING BUFFERING
PROPOSED 30'
LANDSCAPING BUFFER
(SEE DETAIL 1 THIS SHEET)
6' SECURITY FENCE
(CHAIN-LINK WITH 3 STRANDS
OF BARB WIRE)
LOW GROWING
SCREENING SHRUB
30' PLANTING
BUFFER
30' O.C.
NOTES:
1. BUFFER WILL CONTAIN TWO (2) STAGGERED ROWS OF PLANTS SPACED THIRTY
(30) FEET ON CENTER;THE PLANTS COMPRISING THE REAR BUFFER
WILL BE TEN (10) FEET TALL, AND THE PLANTS COMPRISING THE FRONT
BUFFER WILL BE EIGHT (8) FEET TALL.
PROPERTY LINE 30' O.C.
LARGE EVERGREEN
SCREENING SHRUB
SOLAR SIDE
15' O.C.
3
3
PROPOSED 6' OPAQUE
FENCE ALONG FRONT
OF PROPERTY
PROPOSED 6' OPAQUE
FENCE ALONG SIDE
OF PROPERTY
3
3
3
3
5
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWPDPDPDPDPDPD2
9
5
3
0
0
3002932942
9
6
2972
9
8
29929
5
2
9
2
29
3
294
296
297
298299299
2
7
0
2752
8
0
2
8
5
2902
6
6
2
6
7
2
6
8
2
6
9
2
7
1
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2
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2
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2
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9
2
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2
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4
2
8
6
2
8
7 2872
8
7
2
8
8
2
8
9
2912922932602572582592612
6
2
2
6
3
290
2
8
7
2
8
8
2
8
9
291
292
2
9
3290287288289291292292 2
7
0
275
280
285
2
9
0
26
8
2
6
9
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1
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2
27
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2
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270275280285 266267268269271272273274276277278279281282283284286
PD
PD
PDPDPDPDPDPDP
DPD
N/F
MICHAEL SCOTT WILLIFORD,
JESSICA LYNN WILLIFORD AND
JEREMY DALE WILLIFORD
DB 833 PG 386
PIN# 1610-84-1404.00
N/F
WILLIAM DANNY NORRIS AND
GLENDA NORRIS NORDAN
DB 910 PG 766
PB 2015 PG 100
PIN# 1610-84-6188
N/F
SARAH ENNIS FLOWERS &
CONREY D. FLOWERS
PB 2014 PG 301
DB 3255 PG 733
PIN# 1610-85-7257
N/F
SANDERFORD PATRICIA ENNIS &
SANDERFORD JAMES DONALD
DB 3255 PG 664
PB 2014 PG 301
PIN# 1610-85-1879
ROWROWROWSHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - EROSION CONTROL PLAN.dwg LAYOUT: 4 EROSION CONTROL PLANPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
N
4 11
SCALE IN FEET
0 80 160 240
SCALE: 1" = 80'
C-4
EROSION CONTROL PLAN
PROPOSED SILT FENCE, SEE
DETAIL ON SHEET C-7 (TYP.)
PROPOSED PERMANENT
DIVERSION DITCH PD-1,
SEE TABLE SHEET C-10
PROPOSED
SKIMMER BASIN
PROPOSED
RISER BASIN
LEGEND
PROPOSED LEASE LINE
EXISTING ADJACENT
PROPERTY BOUNDARY
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF UNPAVED ROAD
EXISTING TREE LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING RIGHT-OF-WAY
EXISTING WETLAND
EXISTING ROAD CULVERT
EXISTING WATER LINE
EXISTING SETBACK LINE
35
36
EXISTING MAJOR CONTOUR (5')
EXISTING MINOR CONTOUR (1')
EXISTING UTILITY POLE
PROPOSED ACCESS ROAD
PROPOSED PERMANENT FENCE
UGP UGP UGP UGP UGP
PROPOSED UNDERGROUND
ELECTRIC LINE
PROPOSED SILT FENCE
PROPOSED ROCK
CONSTRUCTION ENTRANCE
PROPOSED TREE CLEARING AREA
EXISTING EDGE OF
PAVEMENT (TYP.)
25' SIDE BUILDING
SETBACK (TYP.)
PROPOSED SOLAR
ARRAY PV MODULES ON
GROUND MOUNTED
RACKING SYSTEM (TYP.)
PROPOSED 14' WIDE
AGGREGATE ROADWAY (TYP.)
PROPOSED 6' CHAIN
LINK FENCE (TYP.)
PROPOSED 24'X100'
CONSTRUCTION
ENTRANCE
PROPOSED CULVERT 1:
56 LF OF 15" Ø
RCP CLASS IV @ 1.88%
ROAD TOP ELEV: 297.8'
PROPOSED CLASS A RIP RAP
ENERGY DISSIPATER:
LENGTH: 5.00'
WIDTH: 3.75'
THICKNESS: 9.00"
PROPOSED
HORSESHOE INLET
PROTECTION
PROPOSED
CHECK DAM
INV. OUT:
294.45'
INV. IN:
295.50
CONSTRUCTION SEQUENCE
1. OBTAIN NCDEQ LAND DISTURBING PERMIT AND SCHEDULE A PRE-CONSTRUCTION MEETING WITH NCDEQ LAND
QUALITY INSPECTOR AT 910-433-3300.
2. INSTALL CONSTRUCTION ENTRANCE. WHEN COMPLETE, INSTALL PERIMETER SILT FENCE, COMPOST FILTER
SOCK, SEDIMENT BASINS AND ALL OTHER EROSION CONTROL MEASURES AS SHOWN ON PLANS. BEGIN
CLEARING OF SITE UPON COMPLETION OF INSTALLATION, SEED, MULCH, AND ANCHOR EROSION AND
SEDIMENTATION CONTROL MEASURES.
3. INSTALL ACCESS ROAD AND ACCESS ROAD CROSSING.
4. CLEAR AND ROLL SOLAR ARRAY AREA, AND INSTALL PANELS AS SHOWN ON THE PLANS.
5. ALL EXCAVATIONS PERFORMED SHALL BE BACKFILLED OR COVERED WITHIN THE SAME DAY, WITH SPOIL
PLACEMENT ON UPSLOPE SIDE.
6. INVERTER PAD GRADING AND TRENCHING WILL HAVE TEMPORARY COVER AT THE END OF EACH WORKING DAY.
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, STONE BASE COURSE,
CONCRETE, ETC. SEE DETAILS FOR SEEDING SCHEDULE.
8. AFTER ESTABLISHMENT OF PERMANENT VEGETATION AND FINAL INSPECTION APPROVAL FROM NCDEQ,
REMOVE SILT FENCE, COMPOST FILTER SOCK, CONSTRUCTION ENTRANCE AND ANY REMAINING EROSION
CONTROL MEASURES.
9. AFTER CONSTRUCTION ENTRANCE HAS BEEN REMOVED, STABILIZE, AND INSTALL PERMANENT DRIVEWAY. AT
THIS TIME, PAVE 18' DRIVEWAY APRON WITH 35' RADII AS REQUIRED FROM NCDOT DRIVEWAY PERMIT.
DRIVEWAY APRON TO BE PAVED WITH 2" SUPERPAVE MIX SF-9,5A WITH 8" OF ABC STONE SUB-GRADE.
EROSION CONTROL NOTES
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH NCDEQ
STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
3. SEE C-7 THROUGH C-11 FOR EROSION CONTROL MEASURE DETAILS.
4. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED
MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS.
5. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS
ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE
DETAILS SHEETS FOR CURRENT SLOPE STABILIZATION CRITERIA.
6. PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER IN ACCORDANCE WITH NPDES
CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000 AND PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. DURING CONSTRUCTION, THE DRIVEWAY ENTRANCE SHALL BE GRAVEL PER NCDEQ-LQ
REQUIREMENTS. FOLLOWING CONSTRUCTION, DRIVEWAY APRON SHALL BE PAVED PER
APPROVED NCDOT DRIVEWAY PERMIT.
8. PLACE SILT FENCE OUTLETS AT LOW POINTS ALONG SILT FENCE AS NECESSARY. SILT
FENCE J-HOOKS SHALL BE USED WHENEVER THE SILT FENCE LINE IS INSTALLED AT AN
ANGLE OF 30° OR GREATER FROM PARALLEL TO THE CONTOURS.
9. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED
MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS.
10.ALL ROCK CHECK DAMS MAY BE SUBSTITUTED WITH COMPOST FILTER SOCK CHECK DAMS
AND PLACED AT 50' UNLESS OTHERWISE NOTED.
11.SKIMMER AND RISER BASIN SLOPES TO BE MATTED WITH NAG C125B LINER OR APPROVED
EQUIVALENT.
12.TEMPORARY DIVERSION DITCHES SHALL BE MATTED WITH NAG EROSION CONTROL BLANKET
OR APPROVED EQUIVALENT.
INSET A
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
SEE INSET A
THIS SHEET
SEE INSET D
SHEET C-5
SEE INSET B
SHEET C-5
SEE INSET C
SHEET C-5BAILEYS
XRDs
ROAD

(SR
1581
)
PROPOSED
TREE CLEARING
(TYP.)
35' FRONT BUILDING
SETBACK (TYP.)
PROPOSED SILT FENCE OUTLET
TD TD PROPOSED TEMPORARY
DIVERSION DITCH
PROPOSED PERMANENT
DIVERSION DITCH PD-2,
SEE TABLE SHEET C-10
PROPOSED TEMPORARY
DIVERSION DITCH SK-1A,
SEE TABLE SHEET C-10
PROPOSED TEMPORARY
DIVERSION DITCH SK-1B,
SEE TABLE SHEET C-10
PROPOSED TEMPORARY
DIVERSION DITCH RB-1A,
SEE TABLE SHEET C-10
PROPOSED TEMPORARY
DIVERSION DITCH RB-1B,
SEE TABLE SHEET C-10
PROPOSED SKIMMER
PROPOSED RISER STRUCTURE PROPOSED CHECK DAM
EXISTING ASPHALT
DRIVEWAY AND 18" CULVERT
PD PD PROPOSED PERMANENT
DIVERSION DITCH
FS FS PROPOSED FILTER SOCK
ROCK CHECK DAMS TO BE PLACED AT
120' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
120' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
40' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
60' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
25' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
70' INTERVALS, SEE DETAIL SHEET C-8
PROPOSED LIMIT OF DISTURBANCE
PROPOSED LIMIT OF DISTURBANCE
EXISTING POND
SEE INSET E
SHEET C-5
PROPOSED 12"
COMPOST FILTER
SOCK, SEE DETAIL
ON SHEET C-11
TRANSITION FROM
12" COMPOST FILTER
SOCK TO SILT FENCE
TRANSITION FROM
12" COMPOST FILTER
SOCK TO SILT FENCE
ROCK CHECK DAMS TO BE PLACED AT
75' INTERVALS, SEE DETAIL SHEET C-8
ROCK CHECK DAMS TO BE PLACED AT
100' INTERVALS, SEE DETAIL SHEET C-8
PROPOSED PERMANENT
DIVERSION DITCH PD-3,
SEE TABLE SHEET C-10
PROPOSED PERMANENT
DIVERSION DITCH PD-4,
SEE TABLE SHEET C-10
1
1
1
1
1
1
NOTE: LANDSCAPE BUFFER
NOT SHOWN FOR CLARITY
PDPDPDPDPDPD2
8
7 28728628928728528828728928
6
28
5
2842862872682672662652642632622612602642642632622652
6
6
2
6
7 2602572582592612
6
2
2
6
3
2
6
1260259258257 257
258
258
259
260
261
260
259 25
8
2
9
2
29
3
PD
PD
PD
PDPD
29229
4
294
293292
2
9
1
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - EROSION CONTROL PLAN.dwg LAYOUT: 5 EROSION CONTROL PLANPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
N
5 11
C-5
EROSION CONTROL PLAN
INSET B
INSET C
INSET D
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
PROPOSED SILT
FENCE OUTLET
(TYP.)
PROPOSED TEMPORARY
DIVERSION DITCH SK-1A
PROPOSED 2"
FAIRCLOTH SKIMMER
20'3:1
S
IDESLOPES(TYP
.
)
PROPOSED
POROUS
BAFFLE
(TYP.)
SKIMMER BASIN
BOTTOM
ELEV = 257'
PROPOSED
LIMIT OF
DISTURBANCE
PROPOSED NAG
C125BN LINER (TYP.)
PROPOSED 20' CLASS I RIPRAP
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV. : 260'
TOP OF ROCK ELEV.: 259.5'
TOP OF SPILLWAY: 261'
5'
PROPOSED TEMPORARY
DIVERSION DITCH SK-1B
PROPOSED SILT
FENCE (TYP.)
PROPOSED SILT
FENCE OUTLET
(TYP.)
PROPOSED RISER
STRUCTURE
TOP ELEV: 262.50'
24" PIPE INV. OUT: 260.00'
23'
3:1 SI
D
E
SLOP
E
S
(TYP.
)
PROPOSED
POROUS
BAFFLE
(TYP.)
SKIMMER BASIN
BOTTOM
ELEV = 260'
PROPOSED
LIMIT OF
DISTURBANCE
PROPOSED
NAG C125BN
LINER (TYP.)
PROPOSED 25' CLASS I RIPRAP
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV. : 262.5'
TOP OF ROCK ELEV.: 263'
TOP OF SPILLWAY: 264'
8'
PROPOSED TEMPORARY
DIVERSION DITCH SK-1A
PROPOSED SILT
FENCE (TYP.)
PROPOSED TEMPORARY
DIVERSION DITCH RB-1B
PROPOSED CULVERT 2:
64 LF OF 18" Ø
RCP CLASS IV @ 1.00%
INV. OUT:
284.88'
INV. IN:
285.50
PROPOSED TEMPORARY
DIVERSION DITCH RB-1B
PROPOSED TEMPORARY
DIVERSION DITCH RB-1A
PROPOSED PERMANENT
DIVERSION DITCH PD-1
PROPOSED PERMANENT
DIVERSION DITCH PD-2
PROPOSED
NAG C125BN
LINER (TYP.)
PROPOSED
TREE LINE (TYP.)
PROPOSED
TREE LINE (TYP.)
PROPOSED
TREE LINE (TYP.)PROPOSED CULVERT 3:
56 LF OF 15" Ø
RCP CLASS IV @ 2.13%
INV. IN:
285.50
INV. OUT:
284.31'
N
N
LEGEND
EXISTING WETLAND
275
276
EXISTING MAJOR CONTOUR (5')
EXISTING MINOR CONTOUR (1')
PROPOSED ACCESS ROAD
PROPOSED PERMANENT FENCE
UGP UGP UGP UGP UGP
PROPOSED UNDERGROUND
ELECTRIC LINE
PROPOSED SILT FENCE
PROPOSED ROCK
CONSTRUCTION ENTRANCE
PROPOSED SILT FENCE OUTLET
TD TD PROPOSED TEMPORARY
DIVERSION DITCH
PROPOSED SKIMMER
PROPOSED RISER STRUCTURE
PROPOSED CHECK DAM
PD PD PROPOSED PERMANENT
DIVERSION DITCH
PROPOSED MAJOR CONTOUR (5')
PROPOSED MINOR CONTOUR (1')
275
276
EXISTING TREE LINE
PROPOSED TREE LINE
PROPOSED
RIP-RAP PAD
WIDTH: 2'
LENGTH: 2'
THICKNESS: 9"
CLASS A RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 4.5'
LENGTH: 9'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 7.5'
LENGTH: 15'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 10.5'
LENGTH: 21'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 11.5'
LENGTH: 21'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 6'
LENGTH: 12'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 3.75'
LENGTH: 7.5'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 4.5'
LENGTH: 9'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 4.5'
LENGTH: 9'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED
RIP-RAP PAD
WIDTH: 4.5'
LENGTH: 9'
THICKNESS: 22"
CLASS B RIPRAP
PROPOSED CULVERT
4:
40 LF OF 24" Ø
RCP CLASS IV @ 1.00%
INV. OUT:
259.60'
PROPOSED 2.5"
FAIRCLOTH SKIMMER
56 LF OF 3" Ø
PVC PIPE @ 0.75%
INV. OUT:
256.58'
INSET E
SCALE IN FEET
0 20 40 60
SCALE: 1" = 20'
PROPOSED LIMIT OF DISTURBANCE
PROPOSED
RIP-RAP PAD
WIDTH: 4.5'
LENGTH: 6'
THICKNESS: 9"
CLASS A RIPRAP
INV. IN:
291.00'
INV. OUT:
290.34'
PROPOSED CULVERT 5:
48 LF OF 18" Ø
RCP CLASS IV @ 1.38%
PROPOSED PERMANENT
DIVERSION DITCH PD-3
PROPOSED PERMANENT
DIVERSION DITCH PD-4
PROPOSED
RIP-RAP PAD
WIDTH: 7.50'
LENGTH: 10'
THICKNESS: 9"
CLASS A RIPRAP
PROPOSED
NAG C125BN
LINER (TYP.)
PROPOSED
TREE LINE (TYP.)
PROPOSED SILT
FENCE (TYP.)
PROPOSED LIMIT OF
DISTURBANCE (TYP.)
PROPOSED
POROUS BAFFLE
1
1
1
1
NOTE: LANDSCAPE BUFFER
NOT SHOWN FOR CLARITY
PROPOSED
HORSESHOE INLET
PROTECTION
PROPOSED
RIP-RAP PAD
WIDTH: 7.50'
LENGTH: 10'
THICKNESS: 9"
CLASS A RIPRAP
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWPDPDPDPDPDPD2
9
5
3
0
0
3002932942
9
6
2972
9
8
29929
5
2
9
2
29
3
294
296
297
298299299
2
7
0
2752
8
0
2
8
5
2902
6
6
2
6
7
2
6
8
2
6
9
2
7
1
2
7
2
2
7
3
2
7
4
2
7
6
2
7
7
2
7
8
2
7
9
2
8
1
2
8
2
2
8
3
2
8
4
2
8
6
2
8
7 2872
8
7
2
8
8
2
8
9
2912922932602572582592612
6
2
2
6
3
290
2
8
7
2
8
8
2
8
9
291
292
2
9
3290287288289291292292 2
7
0
275
280
285
2
9
0
26
8
2
6
9
27
1
27
2
27
3
274
276
277
278
279
281
282
283
284
286
287
288
2
8
9
270275280285 266267268269271272273274276277278279281282283284286
PD
PD
PDPDPDPDPDPDP
DPD
N/F
MICHAEL SCOTT WILLIFORD,
JESSICA LYNN WILLIFORD AND
JEREMY DALE WILLIFORD
DB 833 PG 386
PIN# 1610-84-1404.00
N/F
WILLIAM DANNY NORRIS AND
GLENDA NORRIS NORDAN
DB 910 PG 766
PB 2015 PG 100
PIN# 1610-84-6188
N/F
SARAH ENNIS FLOWERS &
CONREY D. FLOWERS
PB 2014 PG 301
DB 3255 PG 733
PIN# 1610-85-7257
N/F
SANDERFORD PATRICIA ENNIS &
SANDERFORD JAMES DONALD
DB 3255 PG 664
PB 2014 PG 301
PIN# 1610-85-1879
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - EROSION CONTROL PLAN.dwg LAYOUT: 6 FINAL GRADING AND SITE PLANPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
N
6 11
SCALE IN FEET
0 80 160 240
SCALE: 1" = 80'
C-6
FINAL GRADING AND SITE PLAN
PROPOSED PERMANENT
DIVERSION DITCH PD-1,
SEE TABLE SHEET C-10
LEGEND
PROPOSED LEASE LINE
EXISTING ADJACENT
PROPERTY BOUNDARY
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF UNPAVED ROAD
EXISTING TREE LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING RIGHT-OF-WAY
EXISTING WETLAND
EXISTING ROAD CULVERT
EXISTING WATER LINE
EXISTING SETBACK LINE
35
36
EXISTING MAJOR CONTOUR (5')
EXISTING MINOR CONTOUR (1')
EXISTING UTILITY POLE
PROPOSED ACCESS ROAD
PROPOSED PERMANENT FENCE
UGP UGP UGP UGP UGP
PROPOSED UNDERGROUND
ELECTRIC LINE
EXISTING EDGE OF
PAVEMENT (TYP.)
25' SIDE BUILDING
SETBACK (TYP.)
PROPOSED SOLAR
ARRAY PV MODULES ON
GROUND MOUNTED
RACKING SYSTEM (TYP.)
PROPOSED 14' WIDE
AGGREGATE ROADWAY (TYP.)
PROPOSED 6' CHAIN
LINK FENCE (TYP.)BAILEYS
XRDs
ROAD

(SR
1581
)
35' FRONT BUILDING
SETBACK (TYP.)
PROPOSED PERMANENT
DIVERSION DITCH PD-2,
SEE TABLE SHEET C-10
EXISTING ASPHALT
DRIVEWAY AND 18" CULVERT
PD PD PROPOSED PERMANENT
DIVERSION DITCH
EXISTING POND
PROPOSED PERMANENT
DIVERSION DITCH PD-3,
SEE TABLE SHEET C-10
PROPOSED PERMANENT
DIVERSION DITCH PD-4,
SEE TABLE SHEET C-10
4
NOTE: LANDSCAPE BUFFER
NOT SHOWN FOR CLARITY
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - DETAILS.dwg LAYOUT: 7 DETAILSPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
7 11
PUT SILT FENCE OR TREE PROTECTION FENCE UP1.
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT2.
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
I) THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE.
II) IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
C-7
DETAILS
FABRIC UNDER STONE
SEDIMENT ON SITE
BUT SUFFICIENT TO KEEP
BALLAST)
(SURGE STONE OR RAILROAD
2"-3" STONE TO BE USED
15' MIN.
GREATER.
50' MIN.
EXISTING
ROADWAY
35' MIN.
PLAN
6" MIN.
EXISTING ROADWAY
WHICHEVER IS
24' OR WIDTH OF
PROPOSED STREET,
CROSS SECTION
12" MIN.
NEW CONSTRUCTION
STANDARD CONSTRUCTION ENTRANCE
NO SCALE
4
6
GRAVEL ACCESS ROAD SECTION
NO SCALE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
BURY WIRE FENCE AND HARDWARE CLOTH
SECTION VIEW
SILT FENCE OUTLET
NO SCALE
STEEL POST
FRONT VIEW
AREAS OF CONCENTRATED FLOW.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
NOTES:
SIDE VIEW24"3'-0"18"-24"* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
GRADE
GRADE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
TEMPORARY SILT FENCE
NO SCALE
INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
3.
4.
5.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
1 2
MAINTENANCE
1. INSPECT SILT FENCES OUTLETS AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL EVENT, MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE THE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE**
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
BACKFILL TRENCH AND
COMPACT THOROUGHLY
(4" WIDE x 8" DEEP MIN)24"TURN FILTER FABRIC
INTO TRENCH
FILL SLOPE OR
EXISTING GRADE
(UPSLOPE SIDE)
8" DOWN AND 4"
FORWARD ALONG
THE TRENCH
ALT. WOVEN WIRE FABRIC IF 6' SPACING IS USED
MIN. 10 GA.
LINE WIRES
** WIRE FENCE
OPTIONAL IF 6' STEEL
POST SPACING IS USED18"-24"MIN. 10 GA.
LINE WIRES
SILT FENCE GEOTEXTILE FABRIC
(EXTRA STRENGTH IF 6' STEEL
POST SPACING IS USED)
FILTER FABRIC
IN TRENCH
TOP OF WASHED
STONE MUST BE
AT LEAST 16"ABOVE
THE GROUND
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM THE TOP
6' CHAIN LINK FENCE AND GATE DETAIL
NO SCALE
DOUBLE GATE
6" TYP6'-0"FIN. GR.
4" GATE POST
2" PIPE-FLUSH
W/GROUND
ENCASED W/ CONC.
1 5/8" O.D.
PIPE FRAME
36"CONC.
ENCASEMENT
(TYP.)
FENCE
NOTES:
·11.5 GAUGE CHAIN LINK FABRIC
SHALL BE 1.2 OZ. GALVANIZED WITH
WIRE TIES TO POST.
·GATE AND TERMINAL POSTS SHALL
BE SCHEDULE 40 GALVANIZED PIPE.
·LINE POSTS SHALL BE SCHEDULE 20
GALVANIZED PIPE.
·ALL POSTS SET IN ASTM CONCRETE
FOOTINGS.
·10' POSTS EMBEDDED 3.5 - 4 FEET
WHERE NOT ENCASED IN
CONCRETE.
1-5/8" OD BRACE RAIL
2" OD LINE POST
2-1/2" OD TERMINAL POSTS
10' (MAX)
TENSION WIRE
(7 GAUGE COIL)
BARB WIRE MOUNTING
BRACKET (TYP)
12.5 GAUGE BARB WIRE
3 STRANDS (TYP)
1'-0"
3
ROUND END &
CORNER POST
TENSION WIRE
(7 GAUGE COIL)
2-3/8" x 11.5
GAUGE x 6FT KT
12"
TYP. DRIVEWAY ENTRANCE AND SLOPE DETAIL
NO SCALE5
CURB AND SIDEWALK TIE-IN ONLY AT
LOCATIONS WHEN DIRECTED.
6" C.A.B.C STONE BASE SHALL BE CUT INTO EXISTING GRADEEXISTING GRADE
5
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - DETAILS.dwg LAYOUT: 8 DETAILSPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
8 11
STANDARD HORSESHOE INLET PROTECTION
NO SCALE
TEMPORARY CHECK DAM
NO SCALE
7 8
SEEDING SCHEDULE10
TOP ELEVATION OF STORMWATER
FRONT VIEWVARIESVARIES
0.5'-1'
EXISTING SLOPES
EXISTING SLOPE
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
#5 WASHED STONE
KEYED RIP RAP
CONSTRUCTION NOTES:
STONE
SIDE VIEW
#1 RIP-RAP
VARIES
#5 WASHED
1 VARIES0.5'-1'
1 MAX.
STEP SEQUENCE
EXISTING

G
R
O
U
N
D
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,
INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED. NOTE: WHEN
USING CELL-O-SEED DO NOT SEED PREPARED
AREA. CELL-O-SEED MUST BE INSTALLED WITH
PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY
ANCHORING THE BLANKET IN A 6" (15 CM) DEEP
X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30cm) OF BLANKET
EXTENDED BEYOND THE UP-SLOPE PORTION OF
THE TRENCH. ANCHOR THE BLANKET WITH A
ROW OF STAPLES/STAKES APPROXIMATELY 12"
(30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO COMPACTED SOIL
AND FOLD REMAINING 12" (30 CM) PORTION OF
BLANKET BACK OVER SEED AND COMPACTED
SOIL. SECURE BLANKET OVER COMPACTED
SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) APART ACROSS
THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.)
HORIZONTALLY ACROSS THE SLOPE. BLANKETS
WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS
MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE
STAPLE PATTERN GUIDE. WHEN USING THE DOT
SYSTEM , STAPLES/STAKES SHOULD BE
PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE
STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE
STAPLED WITH APPROXIMATELY 2" - 5" (5 CM -
12.5 CM) OVERLAP DEPENDING ON BLANKET
TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE
SLOPE MUST BE PLACED END OVER END
(SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5
CM) OVERLAP. STAPLE THROUGH OVERLAPPED
AREA, APPROXIMATELY 12" (30 CM) APART
ACROSS ENTIRE BLANKET WIDTH. NOTE: *IN
LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6" (15 CM)
MAY BE NECESSARY TO PROPERLY SECURE THE
BLANKETS.
DETAIL AND LANGUAGE PROVIDED BY NORTH
AMERICAN GREEN
REV. 1/2004
12"
6"
2"-5"
3"
SLOPE INSTALLATION
3B.
3A.
1.
4.2.
5.
(5 CM-12.5 CM)
(30 CM)
(15 CM)
(15 CM)
(7.5 CM)
11 EROSION CONTROL BLANKET INSTALLATION
NO SCALE
A
B
C
A
B C
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
Load Bearing
Plate
Tendon
Anchor Head
(Load-Locked
Position)Embedment(As Designed)Earth Anchor
Detail
2"-5"
(5-12.5cm)
3.3'
(1m)
6'
(1.8m)
3'
(0.9m)
4'
(1.2m)
1.6'
(0.5m)
2'
(0.6m)
0.7 Anchors per SQ.YD.
(0.8 Anchors per SQ. M.)
A B
C D
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
6'
(1.8m)
3.3'
(1m)
3.3'
(1m)
3'
(0.9m)
3.3'
(1m)
3.3'
(1m)1.6'
(0.5m)
3'
(0.9m)
1.5'(0.45m)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
1.15 Anchors per SQ.YD.
(1.35 Anchors per SQ. M.)
1.7 Anchors per SQ.YD.
(2.0 Anchors per SQ. M.)
2.3 Anchors per SQ.YD.
(2.7 Anchors per SQ. M.)Steep SlopesShallow SlopesChannel & Shoreline
Slopes
2:1
3:11.6'
(0.5m)
0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.)
1.15 An
c
h
o
r
s
/
S
Q
.
Y
D
.
(
1
.
3
5

A
n
c
h
o
r
s
/
S
Q
.

M
.
)
1.7 A
n
c
h
o
r
s/
S
Q.
Y
D.
(
2.
0
A
n
c
h
o
r
s/
S
Q.
M.)2.3 Anchors/SQ.YD.(2.7 Anchors/SQ. M.)1:1
STAPLING PATTERNS
NO SCALE
STORAGE
PERSPECTIVE VIEW
NO SCALE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
1.5'
1.5'
1'FL
O
W
1'2'FLOW
SEDI
M
E
N
T
FLO
W
FLOW
3'
AREA
FLOWFLOW
#5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
RIP RAP
HEADWALL
INVERT
PIPE
CLASS 1 RIP RAP (SEE SECTION THRU BASIN
BELOW)
AREAS TO BE DISTURBED
(CUT, FILL, ETC.)
SEDIMENT STORAGE
FLOOD STORAGE ZONE
PIPE
INVERT
RIP RAP
HEADWALL
NATURAL GROUND
CLASS 1 RIP-RAP
#5 WASHED STONEMAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT)
MAINTENANCE:
INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE
AREA TO IT ORIGINAL DIMENSIONS. CHECK THE STRUCTURE FOR DAMAGE.
ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED
IMMEDIATELY. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN
PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
PROVIDE PERMANENT GROUND COVER.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL
EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
GROUND STABILIZATION (DWQ)
SITE AREA STABILIZATION EXCEPTIONS
DESCRIPTION TIME FRAME
PERIMETER DIKES 7 DAYS NONE
SWALES, DITCHES,
AND SLOPES
HIGH QUALITY 7 DAYS NONE
WATER (HQW)
ZONES
SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR
THAN 3:1 LESS IN LENGTH AND ARE
NO STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES
FLATTER GREATER THAN 50'
IN LENGTH
ALL OTHER AREAS 14 DAYS NONE (EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES)
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (*SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORM
SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
*APPLY:
a. AGRICULTURAL LIMESTONE
a.a. LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE, OR PER SOIL TEST
a.b. HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE, OR PER SOIL TEST
b. FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACRE
c. SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS
d. MULCH - 2 TONS (+/- 80 BALES) STRAW/ACRE
e. ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
OR WOOD & PAPER FIBER HYDROMULCHES @ 125-175 LBS/ACRE
OR GUAR AND STARCH BASED TACKIFIERS @ 100-200 LBS/ACRE
OR CRIMPING/PUNCHING W/ BLADES SPACES @ MAXIMUM 8"
PERMANENT SEEDING
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION
SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE
POSSIBLE. *NURSE CROP/TEMPORARY - RESEED ACCORDING TO
OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO
NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
TEMPORARY SEEDING
LATE WINTER & EARLY SPRING
SUMMER
FALL
9 NO SCALE
NAG C125BN EROSION CONTROL BLANKET
C-8
DETAILS
5
MAINTENANCE:
·INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY.
·GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
·ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
·IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
·MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - DETAILS.dwg LAYOUT: 9 DETAILSPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
9 11
C-9
DETAILS
"HOG WIRE ATTACHED
TO POSTS WITH
OF WIRE
HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
BAFFLE INSTALLATION - STEP 1 BAFFLE INSTALLATION - STEP 2
BOTTOM OF BAFFLE IN
TRENCH AND TRENCH
FILLED WITH SOIL AND
COMPACTED
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
NOTES:
DRIVE STEEL FENCE POST AT LEAST 18" INTO
SOLID GROUND
WOOD POSTS ARE NOT ACCEPTABLE
USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE"
1.
2.
3.
BAFFLE SPACED AS PER APPROVED PLAN.4.
5'
M
I
N

O
P
E
N
I
N
G
4'
M
A
X
BE
T
W
E
E
N
P
O
S
T
S
POROUS BAFFLE NOTES:
1. POROUS BAFFLES IMPROVE THE RATE OF SEDIMENT
RETENTION BY DISTRIBUTING THE FLOW AND REDUCING
TURBULENCE.
2. MATERIALS SUCH AS 700 G/M2 COIR EROSION BLANKET,
COIR MESH, TREE PROTECTION FENCE FOLDED OVER TO
REDUCE PORE SIZE, OR OTHER SIMILAR MATERIALS
SHOULD BE USED.
FLOW
EARTH BERM
SEDIMENT PIT
BAFFLE (TYP.)
CLASS #1 RIP RAP
FIRST CHAMBER
25% OF SURFACE AREA
INLET ZONE
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
25% OF SURFACE AREA
MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF HEIGHT OF THE FIRST BAFFLE. PULL
THE SKIMMER TO ONE SIDE SO THAT SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH
OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE
ROPE WILL WAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE CLOGGED DEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATLEY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
13 POROUS BAFFLE DETAIL
NO SCALE
12 SKIMMER SEDIMENT BASIN DETAIL
NO SCALE
CLASS I RIPRAP
6" MINIMUM
DEPTH OF RIPRAP
SCREEN ACCESSIBLE
THROUGH DOORVENT
NOTE:
SKIMMER IS TO BE A SURFACE DEWATERING DEVICE
SUCH AS BMP SKIMMER OR APPROVED DEVICE.
FLEXIBLE JOINT (RADIATOR HOSE)
OUTLET END:
CONNECTION
TO OUTLET PIPE
OR RISER
BARREL PIPE LONGER THAN SHOWN. NOT
INCLUDED WITH SKIMMER SUPPLIED BY USER.
FLOAT
MAINTENANCE:
INSPECT SKIMMERS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL WAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS
AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE
BASIN AND REMOVE THE CLOGGED DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
14 SKIMMER DETAIL
NO SCALE
RISER SEDIMENT BASIN DETAIL
NO SCALE15
BARREL PIPE
EMERGENCY SPILLWAY
CUT-OFF TRENCH
2' DEEP, 1:1
TRASH RACK
SKIMMER
1' MIN.
FREEBOARD 1' MIN.
ANTI-FLOTATION
CONCRETE BLOCK
(SEE CALCULATION SHEET FOR
SIZING FOR EACH BASIN AND
ISOMETRIC VIEW)
STABILIZED
OUTLET
RISER STRUCTURE
CLASS B STONE PAD
4' X 4' X 1' MIN.
EMBANKMENT
STONE ENERGY
DISSIPATER
SKIMMER (SIZE VAR.)
TEMPORARY OR
PERMANENT DITCH
EMERGENCY SPILLWAY
(TO BE LINED WITH
CLASS I RIPRAP)
RISER STRUCTURE (SIZE VAR.)
2.5'
1'
1'
2.5'
STONE PAD
(BELOW SKIMMER)
WOOD STAKE
OR METAL POST
ROPECOIR FIBER BAFFLE
(PRACTICE STANDARD 6.65)
ANTI-SEEP
COLLAR
MAINTENANCE:
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED THE SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIR IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL
AREA.
PROFILE VIEW
PLAN VIEW
ANTI-FLOATATION BLOCK
(ISOMETRIC VIEW)
BARREL PIPE
RISER STRUCTURE
(TRASH RACK NOT
SHOWN FOR CLARITY)CONCRETE
ANTI-FLOATATION BLOCK
(EMBED RISER MIN. 6"
INTO CONCRETE)
2'
RIS
E
R

D
I
A
.

+
1
'
RISER DIA.
RISER

D
I
A
.

+
1'
0.5' MIN. OF CLASS I RIP RAP
5
MATERIAL SPOIL DETAIL
NO SCALE16
MATERIAL SPOIL PILE.
TO BE SEEDED AND
STABILIZED
SILT FENCE TO BE PLACED ON
DOWN-GRADIENT OF ALL SIDES
OF ALL MATERIAL SPOIL PILES
MATERIAL SPOIL PILE
1
2 MAX.
EXISTI
N
G

G
R
A
D
E
EXISTI
N
G

G
R
A
D
E
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - DETAILS.dwg LAYOUT: 10 DETAILSPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
5
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
10 11
C-10
DETAILS
22 SILT FENCE J HOOK DETAIL
NO SCALE
permanent fence line
1
J HOOK length should be 20'.
Narrower hooks can be used
where silt fence runs along
permanent fence.
TEMPORARY SKIMMER
OR RISER BASIN DITCH
WITH PROPOSED LINER
TRANSITION OF
TEMPORARY DITCH TO
TEMPORARY SKIMMER
BASIN OR RISER BASIN
CUT SLOPE
TEMPORARY SKIMMER OR RISER BASIN
DITCH CROSS-SECTION TO CONTINUE
DOWN CUT SLOPE OF BASIN AND END AT
THE BOTTOM OF THE BASIN. DITCH TO BE
LINED WITH SPECIFIED RIP RAP.
SKIMMER OR RISER BASIN BOTTOM
S
K
IMM
E
R
O
R

R
I
S
E
R

B
A
S
I
N
C
U
T

S
LO
P
E
19
DITCH TO BASIN
TRANSITION DETAIL
NO SCALE
20 CHANNEL MATTING INSTALLATION
NO SCALE 3 DoDoLENGTH (La)
RIP RAP
PLAN
SECTION FILTER BLANKET WIDTH (W)d
17
FLARED END SECTION WITH
ENERGY DISSIPATER
NO SCALE
(OR EQUIVALENT EROSION
(OR EQUIVALENT
OTHER AS
NOTED IN PLANS)
LINER AS NOTED IN PLANS)
OUTLET ID Do 3Do La W RIP RAP d
15" 3.75' 5' 3.75'CLASS A 9"CULVERT 1
18" 4.5'22"CULVERT 2
12' 6'24" 6'
PD-1 21' 10.5'42" 10.5'
7.5'CLASS B 22" RB-1A
SK-1A CLASS B 22"
CLASS B 22"RB-1B
SK-1B CLASS B 22"
18"9'CLASS B 22"CULVERT 3
21' 10.5'
26'15" 3.75' 3.75'
NOTES:
1. FOR RIPRAP LOCATED AT DIVERSION DITCH OUTLETS:
1.1. "Do" REPRESENTS THE THEORETICAL PIPE DIAMETER
USED TO SIZE THE RIPRAP.
1.2. "3Do" REPRESENTS THE WIDTH OF THE RIPRAP WITHIN
THE DITCH CROSS SECTION. BOTH SLOPES OF THE
DITCH SHOULD BE COMPLETELY COVERED WITH
RIPRAP.
1.3. "L" REPRESENTS THE LENGTH OF RIPRAP MEASURED
FROM THE TOE SLOPE OF THE ASSOCIATED BASIN, UP
INTO THE DITCH.
1.4. "W" REPRESENTS THE WIDTH OF THE RIPRAP AT THE
TOE SLOPE OF THE ASSOCIATED BASIN
NAG P300 EROSION CONTROL MATTING
NO SCALE
MAINTENANCE:
·INSPECT ROLLED EROSION CONTROL
PRODUCTS (RECP) AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY.
·GOOD CONTACT WITH THE GROUND
MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE
RECP.
·ANY AREAS OF THE RECP THAT ARE
DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL
BE REPAIRED AND STAPLED.
·IF EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
·MONITOR AND REPAIR THE RECP AS
NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
18
21 NO SCALE
CHANNEL AND
LINER DEPTH EQUAL
TO DITCH DEPTH
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS AT LEAST WEEKLY AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION DITCH. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TRIANGULAR DITCH
NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
VARIES
1
NAME LENGTH
(FT)
LEFT
SIDESLOPE
(Z:1)
RIGHT
SIDESLOPE
(Z:1)
DEPTH
(FT)
SLOPE
(%)SPECIFIED EROSION CONTROL BLANKET
DIVERSION DITCH RB-1A 743 8 8 1.00 3.84%NORTH AMERICAN GREEN C125BN
DIVERSION DITCH RB-1B 863 8 8 1.00 2.42%NORTH AMERICAN GREEN C125BN
DIVERSION DITCH SK-1A 817 6 6 1.00 2.85%NORTH AMERICAN GREEN C125BN
DIVERSION DITCH SK-1B 892 6 6 1.00 3.72%NORTH AMERICAN GREEN C125BN
NAME LENGTH
(FT)
LEFT
SIDESLOPE
(Z:1)
RIGHT
SIDESLOPE
(Z:1)
DEPTH
(FT)
SLOPE
(%)SPECIFIED EROSION CONTROL BLANKET
DIVERSION DITCH PD-1 423 8 3 1.00 1.70%NORTH AMERICAN GREEN P300
DIVERSION DITCH PD-2 363 3 8 1.00 2.60%NORTH AMERICAN GREEN P300
DIVERSION DITCH PD-3 572 8 3 1.00 1.50%NORTH AMERICAN GREEN P300
DIVERSON DITCH PD-4 250 3 8 1.00 2.00%NORTH AMERICAN GREEN P300
PERMANENT DIVERSION DITCHES
TEMPORARY DIVERSION DITCHES
CULVERT 4
PD-2 30"
4.5'
42"
30"
42"
10.5'
10.5'
7.5'
22"
22"
22"
4.5'
4.5'
10.5'
7.5'
7.5'
21'
15'
15'
9'CLASS B
CLASS B
CLASS B
CLASS B
PERMANENT AND TEMPORARY
DIVERSION DITCH DETAILS
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices4"(10cm)
6"
(15cm)
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12"(30CM) OF
RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL
SCOUR PROTECTION AS NEEDED. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF
THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM)
PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN
THE STAPLE PATTERN GUIDE.
4.PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND
4" ON CENTER TO SECURE RECPS.
5.FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART
IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) AND STAPLED.
7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 -12M) INTERVALS. USE A DOUBLE ROW OF
STAPLES STAGGERED 4"(10CM) APART AND 4"(10CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A 6"(15CM) DEEP X
6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
1
1
9'4.5'18"4.5'CULVERT 5 22"CLASS B
PD-3
PD-4
30" 7.5' 10' 7.5'CLASS A 9"
30" 7.5' 10' 7.5'CLASS A 9"
1
MAINTENANCE:
INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF THE STONES HAVE BEEN
DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
4 5
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 22 x 34
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 NCDEQ COMMENTS PER
EXPRESS REVIEW 10-13-17
MDD MDI
10/16/2017
MDD MDI
2 SOUTHERN CURRENT
FENCE ADJUSTMENT
MDD MDI
10/16/2017
MDD MDI
3
HARNETT COUNTY
CONDITIONAL USE PERMIT
LANDSCAPING COMMENTS
MDI CGO
10/18/2017
MDI CGO
4 NCDEMLR COMMENTS
MDI CGO
12/1/2017
MDI CGO
5
SOUTHERN CURRENT FENCE
AND DITCH ADJUSTMENT,
ZONING COMMENTS
MDI CGO
12/19/2017
MDI CGO
3200 Gateway Centre Blvd., Suite 100
Morrisville, NC 27560
Phone: [phone]
www.kleinfelder.com
NC License # F-1143
CAD FILE: W:\Civil\Solar\southern Current\Flowers\CAD\Drawings\Flowers - DETAILS.dwg LAYOUT: 11 DETAILSPLOTTED: 12/19/2017 11:36 AM BY: michael ivyFLOWERS SOLAR LLC
3188 BAILEYS XRDs ROAD
BENSON, NC 27504
12/19/2017
MDD
MDD
MDI
20181491
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
MDI
CONSTRUCTION
11 11
C-11
DETAILS
5
COMPOST FILTER SOCK
NO SCALE23
MAINTENANCE:
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER.)
REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE
COMPOST SOCK MUST BE REPLACED WITH A LARGER
DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO
BE REINSTALLED IF UNDERMINED OR DISLODGED. THE
COMPOST SOCK SHALL BE INSPECTED UNTIL LAND
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
SECTION
PLAN
NOTES:
1. ALL MATERIAL TO MEET FILTREXX®
SPECIFICATIONS.
2. FILTER MEDIA™ FILL TO MEET APPLICATION
REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON
SITE, AS DETERMINED BY ENGINEER.
12" MIN
FILTREXX® SOXX™
BLOWN/PLACED FILTER MEDIA™
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
FILTREXX® SOXX™
WATER FLOW
18" min
CLOSED END
OVERLAPPING SECTIONS
FORM CONNECTION
STAKE
CONNECTION
FILTER
SOCK
SECTION
MANNINGS
NUMBER
(N)
10-YR, 24-HR
DEPTH (IN.)SLOPE (%)WIDTH OF
FLOW (FT)
LENGTH OF
FILTER SOCK
SECTION (FT)
Q
(GPM/FT)
FILTER SOCK
SIZE (PER TABLE
6.66c)
DA-1 0.3 5.48 1.58 250 429 6.20 12"
1