NCC215670_Site Plan or Location Map_20211014

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1” = 1,000'
CALL 48 HOURS BEFORE
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CONSTRUCTION PLANS
FOR
STORA
HICKS ROAD
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
RV REVISION HISTORY
REV
DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
FRANKLIN COUNTY, NORTH CAROLINA
PINS: 1864-01-0922 & 1864-01-0721 SHEET TITLE
OWNER/DEVELOPER:
SONNY PROPERTIES, LLC
CONTACT: MISSY DODRILL
104 GREGORY MANOR
YOUNGSVILLE, NC 27596
919.730.3156
[e-mail]
ENGINEER OF RECORD:
FLM ENGINEERING, INC
CONTACT: JON D. FRAZIER, PE, LEED AP
PO BOX 91727
RALEIGH, NC 27675
919.610.1051
[e-mail]
C-1 COVER
C-2 EXISTING CONDITIONS
C-3 SITE PLAN
C-4 GRADING & STORM DRAINAGE PLAN
C-5 - C-6 SCM DETAILS
C-6 EROSION & SEDIMENT CONTROL PLAN
C-8 LANDSCAPING & LIGHTING PLAN
C-9 - C-11 DETAILS
C-12 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
C-13 NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE: I 08-11-2021
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 20084
COVER
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C-i
SHEET 1 OF 13

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CALL 48 HOURS BEFORE
YOU DIG
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EX. OVERHEAD POWER LINE (TYP.)
EX. POWER POLE (TYP.)
W
EX. APPROX. 22' EOP - EOP
EX. 15" CMP
EX. CA TV VAULT
EX. 18" RCP
NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEY DATA
PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C.
2. THERE ARE NO FLOOD HAZARD AREAS PRESENT PER
FEMA FIRM PANELS 3720184400K AND 37201186400K,
DATED APRIL 16, 2013.
3. ALL SITE SOILS ARE CeB2, CECIL CLAY LOAM, 2 TO 6
PERCENT SLOPES, MODERATELY ERODED, HSG B.
4. THE CONTRACTOR SHALL CALL THE NORTH
CAROLINA ONE -CALL -CENTER AT LEAST 48 HOURS
PRIOR TO BEGINNING WORK.
5. THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND
LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING
WORK AND SHALL USE CARE WHEN OPERATING
AROUND EXISTING UTILITIES.
6. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE
A REPRESENTATION OF ALL UTILITIES WITHIN THE
PROJECT UNDERGROUND UTILITY LOCATIONS, IF
SHOWN ON THE PLANS, ARE BASED UPON THE BEST
AVAILABLE INFORMATION AND SHOULD BE
CONSIDERED ONLY AS APPROXIMATE. WHERE
CONFLICTS OCCUR, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
7. THE CONTRACTOR SHALL BE FINANCIALLY
RESPONSIBLE FOR THE REPAIR OF ANY EXISTING
UTILITIES DAMAGED DURING CONSTRUCTION.
8. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR
THE PERSONAL INVESTIGATION, INDEPENDENT
INTERPRETATION, AND JUDGEMENT OF THE
CONTRACTOR.
9. OWNER AND OWNER'S CONTRACTOR SHALL
COORDINATE WITH ALL FRANCHISE UTILITIES
REGARDING THE RELOCATION OF EXISTING AND
PROPOSED UTILITIES AS REQUIRED.
LEGEND
380
OH W OH W
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1)
EX. TREE LINE
EX. OVERHEAD ELECTRIC LINE
ENGIN
EERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
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I REVISION HISTORY I
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
30 15 0 30
SCALE: 1 INCH = 30 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
20084
EXISTING CONDITIONS
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C�2
SHEET 2 OF 13

ALL DRIVE AISLES ARE
TWO-WAY (ARROWS ARE
REPRESENTATIVE ONLY
AND NOT INTENDED TO
BE STRIPING)
OWNER: GRISSOM
RYLAND E
PIN: 1854-92-9292
ZONING: MU
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,
— — — — — — 30' SIDE SETBACK
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PROP. GATE (SIZE AND
TYPE TO BE SPECIFIED
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-- — —
24' (TYP.)
— — — —
PROP. GRAVEL DRIVES AND
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PARKING (TYP.)
R15' (TYP. SITE I
50' PAVED
INTERIOR) 20
— —
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PROP.
10'-WIDE
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DOUBLE SWING GATE
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PROP. STORMWATER
BEGIN GRAVEL
CONTROL MEASURE
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SURFACE
(SCM) IN VARIABLE
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21'
PROP. STORMWATER I
\
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20 '
\ CONTROL MEASURE
(SCM) IN VARIABLE
L—
30' SIDE SETBACK
\
— — — — WIDTH ACCESS &
— — — — — — — — —
— — — — — — —
— — — — — —
-----------------------
MAINTENANCE ESMT. I
=
—
— — — — — — — — — — — — — — — — — -
O
\ PROP.10'-WIDE
\ DOUBLE SWING GATE
PROP. 20' PERIMETER BUFFER (TYP.)
OWNER: TRINITY GROUP
INVESTMENTS LLC
PIN: 1854-80-1461
ZONING: MU
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PROP. FENCE (TYP.)
Q N IZ
U
U >U CL
Z
R20'
R20'
PROP. 10' X 70' SIGHT TRIANGLE (TYP.)
SUMMARY INFORMATION
DEVELOPMENT NAME: BOAT AND RV PARKING
SITE ADDRESS: HICKS RD, FRANKLIN CO, NC
PIN NUMBER(S): 1864-01-0922 AND 1864-01-0721
TOTAL ACREAGE: 4 AC
EXISTING USE: VACANT
PROPOSED USE: BOAT AND RV PARKING
JURISDICTION: FRANKLIN COUNTY
CURRENT ZONING DISTRICT: MU
PROPOSED BUILDING AREA: N/A
TOTAL BOAT AND RV PARKING PROPOSED: 178 SPACES
SETBACKS:
FRONT: 50'
SIDE: 30'
REAR: 40'
ENGINEER:
FLM ENGINEERING, INC.
PO BOX 91727
RALEIGH, NC 27675
919.610.1051
NOTES
1. A TEMPORARY TX 6' BANNER SIGN SHALL BE PLACED ON
FENCE. FOLLOWING TEMPORARY BANNER REMOVAL, A 2'
X T PERMANENT SIGN SHALL BE PLACED ON THE FENCE.
THERE SHALL BE NO GROUND -MOUNTED OR FREE
STANDING SIGNAGE.
2. PARKING SPACES SHALL BE IDENTIFIED BY WHEEL
STOPS.
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
OH W OH W EX. OVERHEAD ELECTRIC LINE
— — — — — — — — — — — PROP. SETBACK LINE
— — — — — — — — — — — PROP. BUFFER
PROP. CHAINLINK FENCE
----------- PROP. EASEMENT
■
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
30 15 0 30
SCALE: 1 INCH = 30 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
20084
SITE PLAN
C�3
SHEET 3 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.

SWALE DESIGN
10-YEAR
DRAINAGE
DRAINAGE
Q
BOTTOM
LEFT SIDE
RIGHT SIDE
CHANNEL
CHANNEL
NORMAL
SHEAR
SWALE
RUNOFF
RAINFALL
UPPER
LOWER
LENGTH
CHANNEL
FREEBOARD
VELOCITY
MANNING'S
TEMPORARY
PERMANENT
AREA
AREA
TOTAL
WIDTH
SLOPE,Z:1
SLOPE,Z:1
DEPTH
SLOPE
DEPTH
STRESS
NUMBER
COEFFICIENT
INTENSITY
INVERT
INVERT
(ft)
SECTION
(ft)
(fps)
n VALUE
LINER
LINER
(sf)
(acres)
(cfs)
(ft)
(ft)
(ft)
(ft)
(ft/ft)
(ft)
(lb/ft2)
(in/hr)
1
0.90
7.22
10,900
0.25
1.63
389.00
384.00
145.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.034
0.23
0.77
0.49
2.88
0.030
STRAW WITH
CLASS C
NET
VEGETATION
2
0.90
7.22
17,200
0.39
2.57
383.60
383.00
100.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.006
0.48
0.52
0.18
1.81
0.030
STRAW WITH
CLASS C
NET
VEGETATION
3
0.90
7.22
22,300
0.51
3.33
384.00
383.00
140.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.007
0.52
0.48
0.23
2.11
0.030
STRAW WITH
CLASS C
NET
VEGETATION
4
0.90
7.22
22,000
0.51
3.28
384.00
383.00
200.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.005
0.57
0.43
0.18
1.83
0.030
STRAW WITH
CLASS C
NET
VEGETATION
5
0.90
7.22
16,700
0.38
2.49
384.00
383.00
250.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.004
0.52
0.48
0.13
1.58
0.030
STRAW WITH
CLASS C
NET
VEGETATION
6
0.40
7.22
17,000
0.39
1.13
390.00
389.00
115.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.009
0.27
0.73
0.15
1.65
0.030
STRAW WITH
CLASS C
NET
VEGETATION
7
0.40
7.22
28,100
0.65
1.86
390.00
384.00
265.00
TRAPEZOIDAL
2.00
2.50
2.50
1.00
0.023
0.28
0.72
0.40
2.59
0.030
STRAW WITH
CLASS C
NET
VEGETATION
PIPE DESIGN
25-YEAR
DRAINAGE
DRAINAGE
Q DRAINAGE
Q TOTAL
DRIVEWAY CL
UPPER
LOWER
TO
FROM
AREA
AREA
RAINFALL
RUNOFF
AREA
FLOW
SLOPE
Dtheo
SIZE
Vfull
LENGTH
ELEVATION
INVERT
INVERT
PIPE MATERIAL
(sf)
(ac)
INTENSITY
COEFFICIENT
(cfs)
(cfs)
(ft/ft)
(in)
(in)
(ft\sec)
(ft)
(ft)
(ft)
(ft)
(in/hr)
FES 1
FES 2
10900.00
0.25
8.00
0.80
1.60
1.60
0.0083
9.2
15
4.8
48.00
387.50
384.00
383.60
CLASS IV RCP
FES 3
FES 4
43700.00
1.00
8.00
0.60
4.82
4.82
0.0089
13.7
18
5.6
56.00
384.00
380.50
380.00
CLASS IV RCP
PROP. STORMWATER WETLAND #1
WITHIN VARIABLE WIDTH ACCESS
& MAINTENANCE ESMT.
OWNER: TRINITY GROUP
INVESTMENTS LLC
PIN: 1854-80-1461
ZONING: MU
CALL 48 HOURS BEFORE
YOU DIG
I
Q\A/A I C 7 //'•I C A AI
OWNER: GRISSOM
RYLAND E
O
EX. OVERHEAD POWER LINE (TYP.)
EX. POWER POLE (TYP.)
PROP. 10' X 70' SIGH TRIANGLE (TYP.)
EX. 15" CMP
EX. CA TV VAULT
EX. 18" RCP
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE,
MOSS & PANCIERA, P.C.
2. PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES. PARKING AREA SHALL GENERALLY
FOLLOW EXISTING TOPOGRAPHY.
3. CUT AND FILL SLOPES SHALL BE AT 2H:1 V UNLESS
OTHERWISE NOTED.
KEY
FES - FLARED END SECTION
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
380 EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
OH W OH W EX. OVERHEAD ELECTRIC LINE
- - - - - - - - - - - PROP. SETBACK LINE
- - - - - - - - - - - PROP. BUFFER
PROP. CHAINLINK FENCE
PROP. STORM CULVERT
- - • • - - PROP. STORM SWALE
380 PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1')
- - - - - - - - - - - PROP. EASEMENT
LD LD PROP. LIMIT OF DISTURBANCE
ENGIN
EERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
Gp,ROL
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0
a SEP�
C33�� v► ' w =
O
Nq THAN O
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
30 15 0 30
SCALE: 1 INCH = 30 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
20084
GRADING & DRAINAGE PLAN
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
PROP. 20' PERIMETER BUFFER (TYP.)
PROP. FENCE (TYP.)
r"r[lJr". O 1 %jr[IVIVV/-X I Cr[ VVC I L/-XIVL/ ffL
WITHIN VARIABLE WIDTH ACCESS
& MAINTENANCE ESMT.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C�4
SHEET 4 OF 13

NOTES
Ll
PROP. RIPRAP ENERGY DISSIPATOR C
1.
THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION SHALL
CLASS A RIP RAP 9" THICK
BE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINE
LENGTH: 8'; WIDTH: 6'
WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOT
BROUGHT ONLINE THE SAME DAY. STABILIZATION MAY BE IN THE FORM OF FINAL VEGETATION
- - -
PLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABLISHED. IF USING
A TEMPORARY MEANS, CONTRACTOR SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTOR
SHALL SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
PROP. FES SCM 2
2.
INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR DURING
INV. OUT 378.50'
PERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE USED.
3.
THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON.
WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTING
ZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECT
ALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT STOCK. CONTRACTOR SHALL
COORDINATE PLANTINGS, PLANTING ZONES AND WATER DEPTHS WITH THE ENGINEER.
SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN "AS -BUILT" OR RECORD DESIGN PLAN
PROP. 45 LF 245" CMP
AND LOCATED IN THE FIELD USING STAKES OR FLAGS.
OUTLET PIPE @ 2.22%
4.
THE WETLAND SHOULD BE DRAINED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE
(WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANT STOCK) TO
PRESERVE SOIL MOISTURE AND WORKABILITY.
PROP. 30 LF EMERGENCY
5.
NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES. THE
SPILLWAY @ ELEV. 381.90,
OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE
LINED WITH NAG SC250
WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED
(OR APPROVED EQUAL)
TO SURVIVE THE WINTER. HOWEVER, SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLY
FALL. CONTRACTOR SHALL CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TO
ENSURE THAT THEY WILL HAVE THE DESIRED SPECIES AVAILABLE.
6.
POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN
DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONE
TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED.
7.
SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN 6" OF PPE ELEVATION, A
CLAY LINER WILL NOT BE REQUIRED. OTHERWISE, INSTALLATION OF A 6" CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE #200 SIEVE AND A MAX
PERMEABILITY OF 1 X 10-5 CM/SEC. ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER
OR A BENTONITE LINER.
8.
GRADES SHOWN REPRESENT FINISH GRADE ELEVATIONS. TO ACHIEVE FINISH GRADE
ELEVATIONS, INSTALL 4" OF TOPSOIL.
9.
PROVIDE PLANTS PER TABLE ON THIS SHEET. DAM STRUCTURE AND PERIMETER FILL SLOPES
SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY SHRUBS NOT
ALLOWED.
0
10.
CATTAILS SHALL NOT BE PLANTED IN WETLAND.
00
2H:1 V
OUTLET STRUCTURE NOTES & SPECIFICATIONS
11.
ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
12.
INSTALL ANTI -SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE 3,000 PSI (28
DAYS), EXTENDING A MINIMUM OF 8" AROUND ALL SIDES OF PIPE, AND REINFORCED WITH #4
REBAR 12" O.C. EACH WAY. MINIMUM BEARING CAPACITY BENEATH COLLAR SHALL BE 2,000 PSF.
STORMWATER WETLAND MAINTENANCE NOTES
1. THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUST UNDERSTAND THE
BIOLOGICAL REQUIREMENTS OF THE PLANTS AND MANAGE WATER LEVELS APPROPRIATELY
TO PROVIDE FOR THEIR NEEDS.
2. ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH AND REPRODUCTION, THEY CAN
BE KILLED BY DROWNING IN EXCESSIVELY DEEP WATER. USUALLY, INITIAL GROWTH IS BEST
WITH TRANSPLANTED PLANTS IN WET, WELL -AERATED SOIL. OCCASIONAL INUNDATION
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION ENABLES THE
PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY. CONVERSELY, FREQUENT SOIL
SATURATION IS IMPORTANT FOR WETLAND PLANT SURVIVAL.
3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE PLANT COMMUNITY
REFLECTS MANAGEMENT AND CAN INDICATE PROBLEMS OR THE RESULTS OF IMPROVEMENTS.
FOR EXAMPLE, A REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
(POTAMOGETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN. THE
DISAPPEARANCE OF THESE PLANTS MAY INDICATE INADEQUATE WATER CLARITY. THE
APPEARANCE OF INVASIVE SPECIES OR DEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN
OF A PROBLEM WITH THE AQUATIC/SOIL/VEGETATIVE REQUIREMENTS. FOR INSTANCE, MANY
INVASIVE SPECIES CAN QUICKLY SPREAD AND TAKE OVER A WETLAND. IF CATTAILS BECOME
INVASIVE, THEY CAN BE REMOVED BY A LICENSED AQUATIC PESTICIDE APPLICATOR BY
WIPING AQUATIC GLYPHOSATE, A SYSTEMIC HERBICIDE, ON THE CATTAILS.
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER PONDS, SEDIMENT
SHOULD ONLY BE SELECTIVELY REMOVED FROM STORMWATER WETLANDS, PRIMARILY FROM
THE FOREBAY.SEDIMENT REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF SEDIMENT SHOULD BE
STOCKPILED SO THAT IT CAN BE REPLACED OVER THE SURFACE OF THE WETLAND AFTER THE
COMPLETION OF SEDIMENT REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS
OWN SEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM AROUND INLET AND
OUTLET STRUCTURES.
STORMWATER WETLAND #1 PLANTING TABLE
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
SHALLOW WATER PLANTINGS (AREA = 550 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 138 TOTAL PLANTS REQ.)
28
ACORUS SUBCORDATUM
SWEETFLAG
4 CU. IN.
2' O.C.
28
HYDROLEA QUADRIVALVIS
WATERPOD
4 CU. IN.
2' O.C.
28
IRIS VIRGINICA
BLUE FLAG IRIS
4 CU. IN.
2' O.C.
28
SAGITTARIA LATIFOLIA
DUCK POTATO
4 CU. IN.
2' O.C.
28
SAURURUS CERNUUS
LIZARD'S TAIL
4 CU. IN.
2' O.C.
SHALLOW LAND PLANTINGS (AREA = 550 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 138 TOTAL PLANTS REQ.)
46
CAREX TENERA
QUILL SEDGE
4 CU. IN.
2' O.C.
46
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
4 CU. IN.
2' O.C.
46
LOBELIA ELONGATA
LONGLEAF LOBELIA
4 CU. IN.
2' O.C.
DEEP POOL
10
ELEOCHARIS ACICULARIS
NEEDLE SPIKERUSH
BARE ROOT
N/A
10
NUPHAR LUTEA SSP. ADVENA
YELLOW POND -LILY
BARE ROOT
N/A
CALL 48 HOURS BEFORE
YOU DIG
v WIE"
Carenna ,
PROVIDE STABLE TRANSITION
AT SWALE ENTRANCE TO
WETLAND - LINE SLOPE WITH
WITH 12" ROCK RIPRAP (TYP.)
1,7 SWALE 5
1
I I PROP. VARIABLE
WIDTH SCM ACCESS &
° I MAINTENANCE ESMT.
SWALE 4 .......
I I
PROVIDE STABLE TRANSITION
AT SWALE ENTRANCE TO
WETLAND - LINE SLOPE WITH
WITH 12" ROCK RIPRAP (TYP.)
M
I I
I
I I �
377.00 �l
377.00
00
M
3H:1 V
/ I --I I
378.25 i I I I I I I I I i
I � I X 378.50 I I I=
X 378.5o PROP. 48" CMP
e 'q7Q ')r, u 111= OUTLET STRUCTURE
X 37
x
I
STORMWATER WETLAND #1 PLAN VIEW
SCALE: 1 " = 10'
PROP. 48" Q CMP RISER STRUCTURE
TOP 381.55'
1 - 3" DIA. ORIFICE ELEV: 380.25'
1 - 0.5" 0 ORIFICE ELEV: 379.00'
24" CMP INV OUT: 379.00'
0 100-YEAR STORM ELEV 381.98'
0 10-YEAR STORM ELEV 381.87'
37 0 1-YEAR STORM ELEV 381.26' PROP. 0.50" SCHED 40 PVC W/
90' TURNDOWN
INV 379.00'
r7 PPE ELEV: 379.00' i
! I - 6" TO 9" SHALLOW !
_ WATER
-' 2' DEEP POOL �- - 2' DEEP POOL
III ,
r------
I
1- d A.
A'
�I a,.. "4 ... a :..
I
o
III1 I I1 I I1 I I I I I I I I1 I I I I
2'CONCRETE
NOTES: SUMP
1. THE PH, COMPACTION, AND OTHER ATTRIBUTES OF THE FIRST 6" #57 STONE BEDDING
12-INCH DEPTH OF THE SOIL SHALL BE ADJUSTED IF
NECESSARY TO PROMOTE PLANT ESTABLISHMENT AND
GROWTH.
2. CONTRACTOR SHALL EVALUATE SEASONAL HIGH WATER
TABLE (SHWT) PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN
6" OF PPE ELEVATION, A CLAY LINER WILL NOT BE REQUIRED.
OTHERWISE, INSTALLATION OF A 6" CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING
THE #200 SIEVE AND A MAX PERMEABILITY OF 1 X 10-5 CM/SEC.
ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER OR
A BENTONITE LINER.
LEGEND
EX. PROPERTY LINE
- -
EX. RIGHT-OF-WAY
- -
EX. ADJACENT OWNERS
-380-
EX. MAJOR CONTOUR (5')
- -
EX. MINOR CONTOUR (1')
OH W OH W
EX. OVERHEAD ELECTRIC LINE
- - - - - - - - - - -
PROP. SETBACK LINE
- - - - - - - - - - -
PROP. BUFFER
PROP. CHAINLINK FENCE
PROP. STORM CULVERT
- - • • - -
PROP. STORM SWALE
380
PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1')
- - - - - - - - - - -
PROP. EASEMENT
LD LD
PROP. LIMIT OF DISTURBANCE
III=III=III=I
I 1=III=III=1 1(-
SHALLOW LAND AREA
SHALLOW WATER AREA
DEEP POOL AREA
BOUYANCY CALCULATIONS
WETLAND #1
RISER
TOP OF OUTLET STRUCTURE =
381.55
BOTTOM =
379.00
HEIGHT OF RISER =
2.55
ft
WEIGHT CALCULATIONS
Vbase = 0' x 0' x 0' =
0.00
cf
Wbase = 0 cf x 150 lb/cf =
0.00
Ibs
Vsump = Tr x (2 ft)12 x 2 ft =
25.12
cf
Wsump = 10.60 cf x 150 lb/cf =
3768.00
Ibs
Wstruc = 2.55 ft x 36 lb/ft =
91.80
Ibs
TOTAL WEIGHT =
3859.80
Ibs
BOUYANCY CALCULATIONS
Bbase = 0 cf x 62.4 lb/cf =
0.00
Ibs
Bstruc = 1r x (2 ft)12 x 2.55 ft x 62.4 lb/cf
1998.55
Ibs
TOTAL BOUYANCY =
1998.55
Ibs
FACTOR OF SAFETY =
1.93
PROP. TRASH RACK
1.02' FREEBOARD
8
3�
INV OUT = 379.00'
STORMWATER WETLAND #1 CROSS-SECTION
NOT TO SCALE
TOP OF BANK
ELEV: 383.00'
PROP. EMERGENCY SPILLWAY
ELEV: 381.90'
LINED WITH NAG SC250
(OR APPROVED EQUAL)
ANTI -SEEP COLLAR
45 LF 24" CMP @ 1.11
I =I
I
FES SCM 1 INV = 378.50'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
■
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM INC LICENSE NUMBER C-4222
Gp,ROL/Nq''
�S
a co
C33��v► ' w =
O
Nq THAN O
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FILM
ORIGINAL PLAN SIZE: 24" X 36"
10 5 0 10
SCALE: 1 INCH = 10 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
PROJECT NO.:
20084
SCM DETAILS
C�5
SHEET 5 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

NOTES
1. THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION SHALL
BE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINE
WITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOT
BROUGHT ONLINE THE SAME DAY. STABILIZATION MAY BE IN THE FORM OF FINAL VEGETATION
PLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABLISHED. IF USING
A TEMPORARY MEANS, CONTRACTOR SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTOR
SHALL SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
2. INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR DURING
PERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE USED.
3. THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON.
WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTING
ZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECT
ALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT STOCK. CONTRACTOR SHALL
COORDINATE PLANTINGS, PLANTING ZONES AND WATER DEPTHS WITH THE ENGINEER.
SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN "AS -BUILT" OR RECORD DESIGN PLAN
AND LOCATED IN THE FIELD USING STAKES OR FLAGS.
4. THE WETLAND SHOULD BE DRAINED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE
(WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANT STOCK) TO
PRESERVE SOIL MOISTURE AND WORKABILITY.
5. NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES. THE
OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE
WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED
TO SURVIVE THE WINTER. HOWEVER, SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLY
FALL. CONTRACTOR SHALL CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TO
ENSURE THAT THEY WILL HAVE THE DESIRED SPECIES AVAILABLE.
6. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN
DELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONE
TO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED.
7. SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN 6" OF PPE ELEVATION, A
CLAY LINER WILL NOT BE REQUIRED. OTHERWISE, INSTALLATION OF A 6" CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE #200 SIEVE AND A MAX
PERMEABILITY OF 1 X 10.5 CM/SEC. ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER
OR A BENTONITE LINER.
8. GRADES SHOWN REPRESENT FINISH GRADE ELEVATIONS. TO ACHIEVE FINISH GRADE
ELEVATIONS, INSTALL 4" OF TOPSOIL.
9. PROVIDE PLANTS PER TABLE ON THIS SHEET. DAM STRUCTURE AND PERIMETER FILL SLOPES
SHALL BE PLANTED WITH NON -CLUMPING TURF GRASS. TREES AND WOODY SHRUBS NOT
ALLOWED.
10. CATTAILS SHALL NOT BE PLANTED IN WETLAND.
OUTLET STRUCTURE NOTES & SPECIFICATIONS
11. ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
12. INSTALL ANTI -SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE 3,000 PSI (28
DAYS), EXTENDING A MINIMUM OF 8" AROUND ALL SIDES OF PIPE, AND REINFORCED WITH #4
REBAR 12" O.C. EACH WAY. MINIMUM BEARING CAPACITY BENEATH COLLAR SHALL BE 2,000 PSF.
STORMWATER WETLAND MAINTENANCE NOTES
1. THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUST UNDERSTAND THE
BIOLOGICAL REQUIREMENTS OF THE PLANTS AND MANAGE WATER LEVELS APPROPRIATELY
TO PROVIDE FOR THEIR NEEDS.
2. ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH AND REPRODUCTION, THEY CAN
BE KILLED BY DROWNING IN EXCESSIVELY DEEP WATER. USUALLY, INITIAL GROWTH IS BEST
WITH TRANSPLANTED PLANTS IN WET, WELL -AERATED SOIL. OCCASIONAL INUNDATION
FOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATION ENABLES THE
PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY. CONVERSELY, FREQUENT SOIL
SATURATION IS IMPORTANT FOR WETLAND PLANT SURVIVAL.
3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THE PLANT COMMUNITY
REFLECTS MANAGEMENT AND CAN INDICATE PROBLEMS OR THE RESULTS OF IMPROVEMENTS.
FOR EXAMPLE, A REQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED
(POTAMOGETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN. THE
DISAPPEARANCE OF THESE PLANTS MAY INDICATE INADEQUATE WATER CLARITY. THE
APPEARANCE OF INVASIVE SPECIES OR DEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN
OF A PROBLEM WITH THE AQUATIC/SOIL/VEGETATIVE REQUIREMENTS. FOR INSTANCE, MANY
INVASIVE SPECIES CAN QUICKLY SPREAD AND TAKE OVER A WETLAND. IF CATTAILS BECOME
INVASIVE, THEY CAN BE REMOVED BY A LICENSED AQUATIC PESTICIDE APPLICATOR BY
WIPING AQUATIC GLYPHOSATE, A SYSTEMIC HERBICIDE, ON THE CATTAILS.
4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATER PONDS, SEDIMENT
SHOULD ONLY BE SELECTIVELY REMOVED FROM STORMWATER WETLANDS, PRIMARILY FROM
THE FOREBAY.SEDIMENT REMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTS
FLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF SEDIMENT SHOULD BE
STOCKPILED SO THAT IT CAN BE REPLACED OVER THE SURFACE OF THE WETLAND AFTER THE
COMPLETION OF SEDIMENT REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS
OWN SEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROM AROUND INLET AND
OUTLET STRUCTURES.
PROVIDE STABLE TRANSITION
AT SWALE ENTRANCE TO
WETLAND - LINE SLOPE WITH
WITH 12" ROCK RIPRAP (TYP.)
3H:1 V
377.00 -
1-1 \
X 378.5
I
PROVIDE STABLE TRANSITION
SWALE 2
I
I �
X 378.25
-
o I
X 378.25 III-
X 378.50
III-
X 378.25 11
AT SWALE ENTRANCE TO 378.25 x
WETLAND - LINE SLOPE WITH I I =-III- X378.50
WITH 12" ROCK RIPRAP (TYP.) X378.25
\ I'll II �IIII
.� 377.00
-------�---- - - - - - - X378.25
\ - X 378.50 - -
\ 377.00
------- \
SWALE 3 \
\\
�� \
STORMWATER WETLAND #2 PLANTING TABLE
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
SHALLOW WATER PLANTINGS (AREA = 453 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 114 TOTAL PLANTS REQ.)
23
ACORUS SUBCORDATUM
SWEETFLAG
4 CU. IN.
2' O.C.
23
HYDROLEA QUADRIVALVIS
WATERPOD
4 CU. IN.
2' O.C.
23
IRIS VIRGINICA
BLUE FLAG IRIS
4 CU. IN.
2' O.C.
23
SAGITTARIA LATIFOLIA
DUCK POTATO
4 CU. IN.
2' O.C.
23
SAURURUS CERNUUS
LIZARD'S TAIL
4 CU. IN.
2' O.C.
SHALLOW LAND PLANTINGS (AREA = 453 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 114 TOTAL PLANTS REQ.)
38
CAREX TENERA
QUILL SEDGE
4 CU. IN.
2' O.C.
38
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
4 CU. IN.
2' O.C.
38
LOBELIA ELONGATA
LONGLEAF LOBELIA
4 CU. IN.
2' O.C.
DEEP POOL
10
ELEOCHARIS ACICULARIS
NEEDLE SPIKERUSH
BARE ROOT
N/A
10
NUPHAR LUTEA SSP. ADVENA
YELLOW POND -LILY
BARE ROOT
N/A
CALL 48 HOURS BEFORE
YOU DIG
C�ronnna ,
09 www.ncm1Arg /
3•7
i
I
I
I
PROP. VARIABLE
WIDTH SCM ACCESS &
MAINTENANCE ESMT.
I
I
\ 'I
PROP. 30 LF EMERGENCY -J PROP. FES SCM 1
SPILLWAY @ ELEV. 381.90' INV. OUT 378.00'
LINED WITH NAG SC250
(OR APPROVED EQUAL)
PROP. 48" CMP
OUTLET STRUCTURE
I
I / 2H:1 V tLc
J LD
/ I \
\ co
/o \
PROP. 45 LF 245" CMP
OUTLET PIPE @ 2.22% I
I O 0
-J
0
0
o /
1
I �
STORMWATER WETLAND #2 PLAN VIEW
SCALE: 1 " = 10'
100-YEAR STORM ELEV 381.94'
10-YEAR STORM ELEV 381.81'
1-YEAR STORM ELEV 381.52'
I `I
O/
PROP. RIPRAP ENERGY DISSIPATOR
I I CLASS A RIP RAP 9" THICK
LENGTH: 8'; WIDTH: 6'
I � �
PROP. 48" 0 CMP RISER STRUCTURE
TOP 381.50'
1 - 2" DIA. ORIFICE ELEV: 380.25'
1 - 0.5" Q ORIFICE ELEV: 379.00'
24" CMP INV OUT: 379.00'
PROP. 0.50" SCHED 40 PVC W/
90' TURNDOWN
INV 379.00'
'I
PPE ELEV: 379.00'
I- I I6 'TO 1"I SHAL�OW
WATER I I d' ..•
2' DEEP POOL �- - 2' DEEP POOL I1 . 'a- a
dA
°
ILI
-III- - NI I I I I - I I- 1I-
-I I I1 I I1 I I1 I-IIIIIIIII1
2'CONCRETE
NOTES: SUMP
1. THE PH, COMPACTION, AND OTHER ATTRIBUTES OF THE FIRST 6" #57 STONE BEDDING
12-INCH DEPTH OF THE SOIL SHALL BE ADJUSTED IF
NECESSARY TO PROMOTE PLANT ESTABLISHMENT AND
GROWTH.
2. CONTRACTOR SHALL EVALUATE SEASONAL HIGH WATER
TABLE (SHWT) PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN
6" OF PPE ELEVATION, A CLAY LINER WILL NOT BE REQUIRED.
OTHERWISE, INSTALLATION OF A 6" CLAY LINER WILL BE
REQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING
THE #200 SIEVE AND A MAX PERMEABILITY OF 1 X 10-5 CM/SEC.
ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY -LINER OR
A BENTONITE LINER.
v
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
380 EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
OH W OH W EX. OVERHEAD ELECTRIC LINE
- - - - - - - - - - - PROP. SETBACK LINE
- - - - - - - - - - - PROP. BUFFER
PROP. CHAINLINK FENCE
PROP. STORM CULVERT
- - - - PROP. STORM SWALE
380 PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1')
- - - - - - - - - - - PROP. EASEMENT
LD LD PROP. LIMIT OF DISTURBANCE
III=III=III=I SHALLOW LAND AREA
I 1=III=III=1 1I-
SHALLOW WATER AREA
DEEP POOL AREA
BOUYANCY CALCULATIONS
WETLAND #2
RISER
TOP OF OUTLET STRUCTURE =
381.50
BOTTOM =
379.00
HEIGHT OF RISER =
2.50
ft
WEIGHT CALCULATIONS
Vbase = 0' x 0' x 0' =
0.00
cf
Wbase = 0 cf x 150 Ib/cf =
0.00
Ibs
Vump= Trx(2ft)^2x2ft=
25.12
cf
Wsump = 10.60 cf x 150 Ib/cf =
3768.00
Ibs
Wstruc = 2.5 ft x 36 Ib/ft =
90.00
Ibs
TOTAL WEIGHT =
3858.00
Ibs
BOUYANCY CALCULATIONS
Bbase = 0 cf x 62.4 Ib/cf =
0.00
Ibs
Bstruc = 1r x (2 ft)12 x 2.5 ft x 62.4 Ib/cf
1959.36
Ibs
TOTAL BOUYANCY =
1959.36
Ibs
FACTOR OF SAFETY =
1.97
PROP. TRASH RACK
1.06' FREEBOARD
3�
INV OUT = 379.00'
STORMWATER WETLAND #2 CROSS-SECTION
NOT TO SCALE
TOP OF BANK
ELEV: 383.00'
PROP. EMERGENCY SPILLWAY
ELEV: 381.90'
LINED WITH NAG SC250
(OR APPROVED EQUAL)
ANTI -SEEP COLLAR
45 LF 24,, CMP @ 2.22%
FES SCM 1 INV = 378.00'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM INC LICENSE NUMBER C-4222
Gp,ROL/Nq''
�S
O. Q
a SEP�
C33�1).0 ' wol
=
O
Nq THAN
REVISION HISTORY
REV DESCRIPTION DATE BY
#
1 NCDEQ COMMENTS 9/29/2021 FILM
ORIGINAL PLAN SIZE: 24" X 36"
10 5 0 10
SCALE: 1 INCH = 10 FEET
ICI SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
1 I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
PROJECT NO.:
20084
SCM DETAILS
C�6
SHEET 6 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

SKIMMER SEDIMENT BASIN DESIGN CALCULATIONS
SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN EFFICIENCY
SKIMMER**
REQUIRED
10-YEAR
REQUIRED
BASIN
DRAINAGE
DISTURBED
VOLUME
DEPTH*
WIDTH
LENGTH
VOLUME
WEIGHTED
RAINFALL
FLOW Q
SURFACE
AREA
SIZE
ORIFICE
ORIFICE
NUMBER
AREA
AREA
1800 CF/AC
(ft)
(ft)
(ft)
PROVIDED
RUNOFF
INTENSITY
(cfs)
AREA 325
PROVIDED
(in)
RADIUS
DIAMETER
(ac)
(ac)
(cf)
(cf)
COEFFICIENT
(in/hr)
SF/CFS
(sf)
(in)
(in)
(sf)
SK-1
1.50
1.50
2,700
3
38
68
7,752
0.5
7.22
5.42
1,760
2,584
1.5
0.5
1.1
SK-2
1.40
1.40
2,520
3
38
58
6,612
0.5
7.22
5.05
1,643
2,204
1.5
0.5
1.1
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
- EX. ADJACENT OWNERS
380 EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
OHW OHW EX. OVERHEAD ELECTRIC LINE
- - - - - - - - - - - PROP. SETBACK LINE
*DEPTH FROM BOTTOM OF SKIMMER BASIN TO SPILLWAY ELEVATION - - - - - -
- - -
- - PROP.
BUFFER
**SKIMMER SIZED PER SIZING CALCULATOR AT WWW.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
PROP.
CHAINLINK FENCE
PROP.
STORM CULVERT
- - • • -
-
PROP.
STORM SWALE
380
PROP.
MAJOR CONTOUR (5)
PROP.
MINOR CONTOUR (1')
- - - - - -
- - -
- - PROP.
EASEMENT
LD
LD
PROP.
LIMIT OF DISTURBANCE
SF
SF
PROP.
SILT FENCE
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. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO PROPOSED
MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS.
4. THE TOTAL DISTURBED AREA IS 3.86 ACRES.
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS ALONG SILT FENCE
AS NECESSARY.
6. PERMANENT SWALES SHALL BE UTILIZED AS DIVERSION DITCHES DURING
CONSTRUCTION.
7. PROVIDE STABLE TRANSITION AT DIVERSION ENTRANCES TO BASINS - LINE THE SLOPE
AT EACH ENTRANCE WITH NAG SC250 OR APPROVED EQUAL.
CONSTRUCTION SEQUENCE
-X X X X-
PROP. BAFFLE
1.
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE
PROP. FAIRCLOTH SKIMMER
(COC) MUST BE OBTAINED BEFORE LAND DISTURBING ACTIVITIES OCCUR.
PROP. CONSTRUCTION ENTRANCE
2.
OBTAIN NCDEQ E&SC PERMIT AND NCG01 COC AND SCHEDULE A PRE -CONSTRUCTION
1:>072
PROP. HORSESHOE INLET PROTECTION
MEETING WITH A RALEIGH REGIONAL OFFICE LAND QUALITY INSPECTOR A MINIMUM OF
HOURS PRIOR TO CONSTRUCTION BEGINNING. ADDITIONALLY, THE RALEIGH
®
PROP. SILT FENCE OUTLET
REGIONAL OFFICE MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCING LAND
OWNER: GRISSOM
DISTURBANCE. CONTACT THE RALEIGH REGIONAL OFFICE AT 919-791-4200.
RYLAND E
AAL
PROP. CHECK DAM
PIN: 1854-92-9292
PROP. STABLE CONVEYANCE TO BASIN
3.
INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE PERIMETER
ZONING: MU
®
SILT FENCE; TEMPORARY DIVERSION DITCHES; AND SKIMMER BASINS SK-1 AND SK-2.
\ SWALE 7 (CLEAN
+ I
UPON COMPLETION OF INSTALLATION, IMMEDIATELY SEED, MULCH, AND ANCHOR
WATER BYPASS)
\
SWALE 6 (CLEAN
I I I
/ I
EROSION AND SEDIMENTATION CONTROL MEASURES.
WATER BYPASS)
�
/ PROP. CHECK
4.
ALL CUT, FILL, AND BASIN SLOPES WILL BE TRACKED AND MATTED WITH NAG S75BN, OR
11�4 DAM (TYP.)
EQUIVALENT, AFTER SEEDING. ANY BARE SOILS BEHIND DIVERSIONS AND BELOW THE
TOE OF THE SEDIMENT BASIN SLOPES WILL BE SEEDED, MULCHED AND TACKED <
� I
1
�
IMMEDIATELY. ALL DITCHES WILL BE LINED TO THE TOP OF BANK.
_
5.
BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL PERMANENT SWALES SHALL BE
\
USED AS TEMPORARY DIVERSION DITCHES. INSTALL STORM DRAINAGE CULVERTS WITH
ASSOCIATED INLET AND OUTLET PROTECTION. ALL EXCAVATIONS PERFORMED SHALL
✓
BE BACKFILLED WITHIN THE SAME DAY WITH SPOIL PLACEMENT ON UPSLOPE SIDE.
I
I
TEMPORARY DIVERSION DITCHES SHALL BE LINED WITH TEMPORARY LININGS AS SHOWN
I
IN THE TABLE ON SHEET C-4 AND STABILIZED WITHIN 7 DAYS. STOCKPILE/STAGING
= I
AREAS AND CONCRETE WASHOUTS TO BE WITHIN LIMITS OF DISTURBANCE AND SHOULD
1
BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS TEMPORARY
I PROVIDE STABLE TRANSITION
PROP. SILT BAG AT DIVERSION DITCH ENTRANCE
LOCATION I I TO SEDIMENT TRAP - LINE THE
cywi
) SLOPE AT ENTRANCE WITH 12"
1 ROCK RIP RAP (TYP.)
PROP. RIP RAP I
DISSIPATOR EXTENDED
TO SILT FENCE OUTLET I
I I
PROP. 30 LF EMERGENCY
SPILLWAY AT ELEV. 381.90'
LINE WITH NAG SC250 (OR
APPROVED EQUAL)
PROP. SILT FENCE
OUTLET (TYP.)
PROP. SKIMMER BASIN SK-1
EMBANKMENT ELEV. 383.00'
BOTTOM ELEV. 379.00'
(3H:1V INTERIOR SIDE SLOPES)
MAT ALL SLOPES WITH
NAG S75BN, OR
EQUIVALENT (TYP.)
Al PROP. SILT
FENCE (TYP.)
SWALE 5 I
OWNER: TRINITY GROUP
INVESTMENTS LLC
PIN: 1854-80-1461
ZONING: MU
CALL 48 HOURS BEFORE
YOU DIG
v WIE"
C r6onnmawwwamtom
� ,
• ' ' ' •
O X)
I°o \ / DIVERSIONS, CHANNELS AND SURFACE WATER BODIES.
I
SWALE 1 I / JillI 6. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE. PERMANENTLY STABILIZE
THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH GRAVEL AND
390 I = I ^ VEGETATION. SEE SHEET C-11 FOR SEEDING SCHEDULE.
I
/ o °NC I 1
I �
\ PROP. RAIN GAUGE I / I I I c m
AND RECORD BOX I I U U
\ LOCATION I I I I = C
\ PROP. STAGING AND CONCRETE 1
WASHOUT AREA; MIN. 50' FROM I I Cep
TEMPORARY DIVERSIONS PROP. HORSHOE INLET Iu I E)C OVERHEAD POWER LINE (TYP.)
PROTECTION (TYP.) I I
I
FES-3 lN\
EX. POWER POLE (TYP.)
T I Nw
---�---- ---\ - - - ------- FES-1 I % I
\ n \
M -
co
M I \OD
PROP. FAIRCLOTH \
SKIMMER
I\
�} PROP. BAFFLE
M °M° M 0 �� (TYP.)
�I
:I
I
PROP. GRAVEL DRIVES AND
PARKING (TYP.)
SWALE 2
PROVIDE STABLE TRANSITION
AT DIVERSION DITCH ENTRANCE
TO SEDIMENT TRAP - LINE THE
SLOPE AT ENTRANCE WITH 12"
ROCK RIP RAP (TYP.)
PROP FAIRCLOTH -
SKIMMER -
I
PROP. SKIMMER BASIN SK-2 �\
/ EMBANKMENT ELEV. 383.00'
IBOTTOM ELEV. 379.00'
(3H:1V INTERIOR SIDE SLOPES)
I Al I 1� PROP. BAFFLEri
(TYP.)
-- \3 - - - - - -
--- - - - - - - - -
`--t� sE--tD SE tom SEMrSte_--= SF 8s, SE
---tom SE--tU - Lu SF---CQ /
SWALE 3 �
PROP. 20' PERIMETER BUFFER (TYP.) PROP. 30 LF EMERGENCY
PROP. FENCE (TYP.) SPILLWAY AT ELEV. 381.90'
LINE WITH NAG SC250 (OR
APPROVED EQUAL)
I
PROP. 24' X 100' TEMPORARY
CONSTRUCTION ENTRANCE
I
LD
V PROP. LIMITS OF
DISTURBANCE (TYP.)
PROP. SILT BAG
LOCATION
1
II
PROP. RIP RAP
DISSIPATOR EXTENDED
TO SILT FENCE OUTLET
- EX. 15" CMP
EX. CATV VAULT
EX. 18" RCP
8. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING
WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT
ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT
SCMS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
9. ONCE SITE HAS BEEN PERMANENTLY STABILIZED, CONVERT SKIMMER BASINS TO
STORMWATER WETLANDS BY REMOVING ACCUMULATED SEDIMENT BY MEANS OF A SILT
BAG. THE SILT BAG WILL BE CONTINUOUSLY MONITORED DURING OPERATION.
CONVERT ALL TEMPORARY DIVERSION DITCHES TO PERMANENT SWALES BY
RE -INSTALLING LINERS, IF NECESSARY, AS SHOWN IN THE TABLES ON SHEET C-4.
10.ALL DISTURBED AREAS SHALL BE STABILIZED AND GROUNDCOVER SHALL BE ACHIEVED
WITHIN 14 WORKING DAYS AND STEEP SLOPES SHALL BE STABILIZED WITHIN 7 DAYS,
PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG01.
11.SELF- INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO
BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS
OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE
MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL E&SC MEASURES SHALL
BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN
GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
12.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE
OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE
OUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO
SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL GENERAL
PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
NOTES
1. THIS EROSION AND SEDIMENT CONTROL PLAN IS LIMITED TO THE INFRASTRUCTURE
WITHIN THE PERMITTED LIMITS OF DISTURBANCE, AS SHOWN ON THIS SHEET. AREAS
OUTSIDE OF THE LIMITS OF DISTURBANCE SHALL BE PERMITTED VIA A SEPARATE
SUBMITTAL.
2. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C.
3. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL
UTILITIES WITHIN THE PROJECT EXTENT.
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48
HOURS PRIOR TO BEGINNING WORK.
5. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES.
6. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
Gp,ROL
�S
a SEP�
C33�� v► ' w =
•''••. ENG�� • ' �C
O
Nq 'NAN
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
30 15 0 30
SCALE: 1 INCH = 30 FEET
ICJ SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE: 08-11-2021
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 20084
EROSION & SEDIMENT CONTROL
PLAN
C�7
SHEET 7 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

NOTES
■
CALL 48 HOURS BEFORE
YOU DIG
pow. v rzn �
C�ronnna ,
09 Yrww.ncwtom
PROP. PERIMETER BUFFER SHALL REMAIN
UNDISTURBED TO THE EXTENT PRACTICAL;
ANY AREAS DISTURBED OR UNVEGETATED
SHALL BE PLANTED TO MEET THE
PLANTING SECTION ON THIS SHEET
� 1010 VON WN0
PROP. 20' PERIMETER BUFFER (TYP.)
OWNER: GRISSOM
RYLAND E
PIN: 1854-92-9292
ZONING: MU
O
OWNER: TRINITY GROUP
INVESTMENTS LLC
PIN: 1854-80-1461
ZONING: MU
LUMINAIRE SCHEDULE
SYMBOL
DESCRIPTION'
LAMP
HEIGHT (FT)"
QUANTITY
o-o
AMERICAN ELECTRIC
(1) LED
32
4
(1) ATBM P10 MVOLT R3 4K
I
PROP. STREET TREE
@ 40' O.C. (TYP.)
I
I
PROP. 10X 70' SIGHT TRIANGLE (TYP.)
1. LANDSCAPING SHALL MEET THE REQUIREMENTS OF
FRANKLIN COUNTY LIDO, SECTION 14.8. ADDITIONAL
LANDSCAPING SHALL BE BY OWNER/DEVELOPER.
2. BUFFER PLANTING VARIETIES MUST REACH A HEIGHT
OF SIX (6) FEET FROM THE GROUND WITHIN SIX (6)
YEARS AND FOLIAGE MUST OVERLAP.
3. LIGHTING SHALL NOT SPILL OVER ONTO ADJACENT
PROPERTIES OR RIGHTS -OF -WAY.
LEGEND
OHW OHW -- -----
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. OVERHEAD ELECTRIC LINE
PROP. SETBACK LINE
PROP. BUFFER
PROP. CHAINLINK FENCE
FOOT CANDLES
PROP. CANOPY TREE
PROP. EVERGREEN TREE
PROP. UNDERSTORY TREE
PROP. EVERGREEN SHRUB
— — — — — — — — — — — PROP. EASEMENT
PROP. EVERGREEN
SHRUB (TYP.) PROP. EVERGREEN
TREE (TYP.)
PROP.
NOTES:
PROP. CANOPY
TREE (TYP.)
UNDERSTORY
TREE (TYP.)
1. SECTION INCLUDES 1 CANOPY TREE, 1 EVERGREEN TREE,
3 UNDERSTORY TREES, AND 12 SHRUBS PER 100 LF.
2. BUFFER SHALL EXTEND AROUND ALL SIDES OF PROPERTY,
INCLUDING ROAD FRONTAGE.
3. ROAD FRONTAGE SHALL INCLUDE STREET TREES AS
SHOWN ON PLAN IN ADDITION TO BUFFER PLANTINGS.
4. WHERE EXISTING VEGETATION WILL REMAIN, THE EXISTING
VEGETATION SHALL BE SUPPLEMENTED AS NECESSARY
TO MEET THE BUFFER PLANTINGS.
TYPICAL PERIMETER BUFFER
100 LF PLANTING SECTION
NO SCALE
PLANT LIST
KEY
SCIENTIFIC NAME
COMMON NAME
LOCATION
QUAN.
MIN.
CAL./ROOT
MIN.
HT.
CANOPY TREES
MG
MAGNOLIA GRANDIFLORA'BROWN BRACKEN'
SOUTHERN MAGNOLIA
BUFFER (EVERGREEN)
-
1.5"
8'
QA
QUERCUS ALBA
WHITE OAK
BUFFER
-
1.5"
8'
ZS
ZELKOVA SERRATA
JAPANESE ZELKOVA
STREET TREE
10
1.5"
8'
UNDERSTORY TREES
IX
ILEX X NELLIE R. STEVENS'
NELLIE STEVENS HOLLY
BUFFER
-
1"
6'
SHRUBS
IV
ILEX VOMITORIA
YAUPON HOLLY
BUFFER
-
7 GAL
30"
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
�s
OQ':'�
a SEP�
= C33���v► ' w =
O
Nq THAN O
I REVISION HISTORY I
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
30 15 0 30
SCALE: 1 INCH = 30 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
20084
LANDSCAPING & LIGHTING PLAN
C�8
SHEET 8 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
'APPROVED EQUALS ACCEPTED
"HEIGHT IS FROM BOTTOM OF BASE TO TOP OF FIXTURE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
:OUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.

A Sl If MI A RI7 ATr TPM MA11
4" GATE
FIN.
CONC.
ENCASEMENT
ON CORNER
POSTS AND
GATE POSTS
BARB WIRE, 3 STRANDS (TYP.)
12"
NOTES:
1. 2" (9 GA.) MESH FABRIC SHALL BE 1.2 OZ. GALVANIZED.
2. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED PIPE.
3. FENCE GROUNDING REQUIRED. REFER TO ELECTRICAL DRAWING SET.
7' CHAIN LINK FENCE AND GATE DETAIL
NO SCALE
Consistenl *11, LEE.° goals
i
& Green Globes-crltem
NIGHTTIME for light pollution reduction
FRIENDLY
Applications:
Residential streets
Parking lots
High speed roadways
a-vz^
13"
Effective Projected Area (EPA)
The EPA for the ATBM is 0.3 sq. fL,
Approx. Wt. = 21 lbs. (9.5 kg)
STANDARDS
Color temperatures of < 3000K must be specified for International
Dark -Sky Association certification.
Rated for-40°C to 40°C ambient
CSA Certified to U.S. and Canadian standards
Complies with ANSI: C136.2, C136.10, C136.14, C136.31, C136.15, C136.37
Roadway Lighting ATBM
Autobahn Series ATBM
Roadway
Features:
OPTICAL
Same Light: Performance is comparable to 150W — 25OW HPS
White Light: Correlated color temperature - 4000170 CRI minimum, 30001
70 CRI minimum or optional 5000170 CRI minimum.
IP66 rated borosilicate glass optics ensure longevity and minimize dirt depreciation. Unique
IP66 rated LED light engines provide 0% uptight and restrict backlight to within sidewalk depth,
providing optimal application coverage and optimal pole spacing.
Available distributions are Type II, III, IV, & V roadway distributions.
DualOptix'" visual comfort option is also available for all distributions.
ELECTRICAL
Expected Life: LED light engines are rated >100,000 hours at 25°C, L70.
Electronic driver has an expected life of 100,000 hours at a 25°C ambient.
Lower Energy: Saves an expected 40-60% over comparable HID luminaires.
Robust Surge Protection: Standard surge protection is 20kV/1 OkA"Extreme Level' per ANSI C136.2.
An optional MOV pack provides 10kV/5kA"Enhanced Level.
MECHANICAL
Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block
and quick disconnects. Bubble level located inside the electrical compartment for easy leveling at
installation.
Rugged die-cast aluminum housing and door are polyester powder -coated for durability and
corrosion resistance. Rigorous five -stage pre -treating and painting process yields a finish that
achieves ascribe creepage rating o1`8 (per ASTM D1654) after over5000 hours exposure to salt
fog chamber (operated per ASTM B117).
Mast arm mount is adjustable for arms from 1-1 /4"to 2" (1-5/8"to 2-3/8"O.D.) diameter.
The 2 —bolt and optional bolt clamping mechanism provide 315 vibration rating per ANSI
(136.31.
The Wildlife shield is cast into the housing (not a separate piece)
CONTROLS
NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed ANSI standard 7 pin
receptacle optionally available.
Premium solid state locking -style photocontrol — PCSS (10 year rated life) Extreme long life solid
state locking -style photocontrol — PCL1(20 year rated life).
Extreme long life solid state locking -style photocontrol with on demand remote on/off control -
PCCC (15 year rated life).
Optional onboard Adjustable Output module allows the light output and input wattage to be
modified to meet site specific requirements, and also can allow a single fixture to be flexibly
applied in many different applications.
Note: Specifications subject to change without notice.
NOTE: APPROVED EQUALS ACCEPTED
SITE LIGHTING LUMINAIRE DETAIL
NO SCALE
American
At L elect.
Lighting
DIRE MOUNTING
=T (TYP.)
NAL POST (2 1 /2")
PLACED EVERY
`611 COMPACTED ABC
GEOTEXTILE FABRIC
EXISTING SUBGRADE
PARKING SURFACE SECTION
NO SCALE
FLEXIBLE
PIPE
00
Q
Round Corrugated Steel Pipe
Round Corrugated Aluminum Pipe
Q I
2 2/3 x 1/2 corrugation **
2 2/3 x 112 corrugation **
rz-i U
L.L J
Diameter
Minimum cover
Maximum
Height of
Cover (feet)
Diameter
Minimum cover Maximum Height of Cover
(feet)
O C) _
inches inches
(Ga) 16
14 12
10
8
inches
inches (Ga) 16 14 12 10
8
Ly Q LL "
12
12
204
256
12
12 123 155 218 281
344
E— UCC O
15
12
162
204
15
12 98 123 174 224
275
= I— z H
18
12
135
169 239
18
12 81 102 144 187
228
cnl— LL O w
21
12
115
145 204
21
12 69 87 123 160
195
Cc O , Q
24
12
100
126 178
24
12 60 76 108 139
171
= ." =
30
12
79
100 142
27
12 67 95 123
151
>
00
36
12
65
83 117
152
30
12 60 85 111
136
a �p
42
12
55
70 100
130
160
36
12 50 71 92
113
LU
T
48
12
48
61 87
113
139
42
12 60 78
96
54 12 54 77 100 123 48 12 52 68 84
60
12
69
90
111
54
12 46 50
74
66
12
81
100
60
12 50
62
72
12
74
91
66
12
51
78
12
81
72
12
41
84
12
69
Z
O
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
CC
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
O Q
LL
J
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
z J rn
~ Q LL.I
CSP
- AASHTO M36
CAAP
- AASHTO M196
Q Cn CO
HOPE
-
(Minimum fill)
2' for pipe
diameters >—
12" and
5 60"
HOPE
- AASHTO M294
cc: Q
*
(Maximum fill)
20' for pipe
diameters <—
24"
PVC
- ASTM F949 or AASHTO M304
0 N I-
17' for pipe
diameters >
30" and
<— 60"
0 F­
CC Lu =
PVC
- *
(Minimum fill)
2' for pipe
diameters >—
12" and
< 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
Q (.7
*
(Maximum fill)
30' for pipe
diameters >—
12" and
5 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
0 d ~
z F-I
w_
d
* FILL HEIGHT
IS MEASURED FROM THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
H
TO
THE BOTTOM OF THE PAVEMENT STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
LL J
J
RIGID PIPE
� o
RCP- *
(Minimum fill)
1' for Class
IV & CLASS V
Q _
2' for Class
III & Class
II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
= �
*
(Maximum fill)
10' - Class
II pipe
RCP
- AASHTO M170
W
20' - Class
III pipe
30' - Class
IV pipe
40' - Class
V pipe
(For fills > 40' & < 80'
use LRFD Direct Design Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT
IS MEASURED FROM THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
300. 01
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
Rop
SEGS GN5
600 oUiLC P 5EGnG�
CHIPoN IN(,E
GFOGUE Ef1G
To
OG
END SECTION DIMENSIONS
DIA.
A
B
C
D
E
15"
7"
2'-3 1 4
3 —11 1 2
6 —2 3 4
2'-6"
18"
9"
2'-3"
3 —11 3 4
6 —2 3 4
3-0"
24"
9"
S-7"
3'-1"
6'-8"
3-113/4"
30"
1'-0"
4'-6 1 2
1 -10 1 2
6'-5"
5'-0"
36"
1'-4"
5'-0"
3 -1 1 2
8 -1 1 2
5'-11"
42"
1'- 10 1 4
5-1 3 8
3'-1"
18'-2 3 8
6-5 1/4"
NOTES:
1. DESIGN OF END —SECTION SHALL CONFORM TO
STANDARD REINFORCED SECTIONAL
CONCRETE CULVERT PIPE.
2. ANY TWIN BARREL SYSTEM GREATER THAN
42" RCP REQUIRES A HEADWALL.
3. ANY SYSTEM OF MORE THAN 2 PIPES
REQUIRES A HEADWALL.
4. SEE NCDOT "ROADWAY STANDARD DRAWINGS"
FOR HEADWALL CONSTRUCTION DETAILS.
FLARED END SECTION
NO SCALE
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
sssrrlllrrr,�
Gp,ROL/Nq"
a SEP�
= C33���v► ' w =
O
`grFiAN
I REVISION HISTORY I
REV DESCRIPTION DATE BY
I 1 1 NCDEQ COMMENTS 1 9/29/2021 1 FLM I
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE: I 08-11-2021
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 20084
DETAILS
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C-9
SHEET 9 OF 13

100' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
y.
y.. .:.... .... 24' OR WIDTH OF
EXISTING "•'" �' � -"r OBE ..-. '„ PROPOSED STREET,
2"-3" STONE TUSED (SURGE
ROADWAY WHICHEVER IS
STONE OR RAILROAD BALLAST) GREATER.
PLAN
75' MIN. 25' MIN.
EXISTING ROADWAY -
6" MIN. .. ...' ... ...: .. ....::'.'
FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
12" MIN.
NOTES AND MAINTENANCE:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
GRAVEL CONSTRUCTION ENTRANCE
01[�Z►YNG1�d
4�
eFT'�i'9-V.
"0 TSFti
*IF THE TEMPORARY SEDIMENT
L
BASIN WILL BE CONVERTED TO A
PERMANENT STORMWATER BASIN
OF GREATER DEPTH, THE BAFFLE
HEIGHT SHOULD BE BASED ON THE
POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN.
"HOG WIRE" ATTACHED 1 /
TO POSTS WITH y
LENGTHS OF WIRE HORIZONTAL METAL POST WIRED
SECURELY TO VERTICAL POSTS
MAINTENANCE BAFFLE INSTALLATION - STEP 1
INSPECT BAFFLES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRE REPAIRS
IMMEDIATELY.
bE SURE TO MAINTAIN ACCESS TO
THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN
IT REACHES HALF FULL, TO PROVIDE
ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE
\
PRESSURE ON THE BAFFLES. TAKE
CARE TO AVOID DAMAGING THE
BOTTOM OF BAFFLE IN
BAFFLES DURING CLEANOUT, AND
TRENCH AND TRENCH FILLED
REPLACE IF DAMAGED DURING
WITH SOIL AND COMPACTED
CLEANOUT OPERATIONS. SEDIMENT
DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE
DEPTH.
PERSPECTIVE VIEW
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM
OF THE SPILLWAY
AFTER DRAINAGE
BAFFLE INSTALLATION - STEP 2
DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS, BRING THE
AREA TO GRADE, AND STABILIZE IT. NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES V APART TO ATTACH FABRIC TO "HOG WIRE."
4. BAFFLE SPACED AS PER APPROVED PLAN.
BAFFLE INSTALLATION
NO SCALE
2' MIN.
COMPACTED SOIL
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . SEE CALCULATION TABLE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR DEPTH, SIDE -SLOPES, FLOW
LINERS, ETC
III -III -III -III -III -III -III -III _
III I I I I I I I I I I I I I I I 1 I I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1 I I I 1 1 1-III-ill- I 1 1-1 I I I I I I I I I I I
U TYPICAL
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. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
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 CHENNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
TEMPORARY
CALL 48 HOURS BEFORE DIVERSION DITCH
YOU DIG
NO SCALE
1
I
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
MIN. 10 GA.
LINE WIRES
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE*
6" MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
FRONT VIEW
12-1/2 GA.
RMEDIATE
=S
GRADE
MAINTENANCE:
STEEL POST
WOVEN WIRE FABRIC
INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
SILT FENCE GEOTEXTILE FABRIC
RAINFALL EVENT, MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE o
F FILL SLOPE
COLLAPSE, TEAR, DECOMPOSE, OR m
WIRE FENCE OPTIONAL IF 6'
BECOME INEFFECTIVE, REPLACE IT N
z STEEL POST SPACING IS USED.
PROMPTLY. REMOVE THE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE
' ** FOR REPAIR OF SILT FENCE
ADEQUATE STORAGE VOLUME FOR THE
m
-GRADE FAILURES, USE No. 57 WASHED
NEXT RAIN AND TO REDUCE PRESSURE
4
ON THE FENCE. TAKE CARE TO AVOID
STONE. FOR ANCHOR WHEN
UNDERMINING THE FENCE DURING
SILT FENCE IS PROTECTING
CLEANOUT. REMOVE ALL FENCING _
SKIRT TRENCH (BACKFILL CATCH BASIN.
MATERIALS AND UNSTABLE SEDIMENT o
TRENCH AND COMPACT
DEPOSITS AND BRING THE AREA TO
THOROUGHLY)
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS
PLACE 12" OF THE FRABRIC ALONG
BEEN PROPERLY STABILIZED.
THE BOTTOM AND SIDE OF THE
TRENCH; EXTEND WIRE 6" MIN. INTO
TRENCH**
SIDE VIEW
NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
4. 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.
5. 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.
SILT FENCE
NO SCALE
LENGTH (La)
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.
FILTER BLANKET
OUTLET
Do
3Do
La
W
RIP RAP
d
FES 2
15"
3.75'
5'
3.75'
CLASS A RIPRAP
9"
FES 4
18"
4.5'
6'
4.5'
CLASS A RIPRAP
9"
FES SCM 1
24"
6'
8'
6'
CLASS A RIPRAP
9"
FES SCM 2
24"
6'
8'
6'
CLASS A RIPRAP
9"
RIP RAP ENERGY DISSIPATOR
NO SCALE
GRAVEL
PAD
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
SILT F
TEMPORARY OR
PERMANENT DITCH
biL IrtNla rHCKII: ` • •• •• -�• •• •• -- --- • • •
STEEL FENCE POST
1 ( ( 1
ON WIRE FENCE ON WIRE FENCE
\ \ \ \
PLAN VIEW
PROVIDE STABLE TRANSITION FROM
STEEL POST
MAINTENANCE
TEMPORARY OR PERMANENT DITCH BY
WOVEN WIRE FABRIC
LINING SLOPE WITH 12" RIP RAP
SILT FENCE
1. INSPECT SILT FENCES OUTLETS AT LEAST
GEOTEXTILE FABRIC
ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS
FILTER OF 1 INCH DIAMTER IMMEDIATELY.
#57 WASHED STONE
2. REMOVE SEDIMENT DEPOSITS AS
Al -
FLOW DIRECTION 00 NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN ROPE ATTACHED TO
AND TO REDUCE PRESSURE ON THE
4„ GRADE FENCE. TAKE CARE TO AVOID
SKIMMER AND ANCHORED
=11-= _-_-_- = I -III -_-- ro UNDERMINING THE FENCE DURING TO SIDE OF BASIN 1111 CLEANOUT.
1 'i= =III I SKIRT TRENCH (BACKFILL SKIMMER
LJ TRENCH AND COMPACT 3. REMOVE ALL SILT FENCE OUTLET
Iul�
SIDE VIEW THOROUGHLY) MATERIALS AND UNSTABLE SEDIMENT
PLACE 12" OF THE FABRIC ALONG DEPOSITS AND BRING THE AREA TO GRADE
THE BOTTOM AND SIDE OF THE AND STABILIZE IT AFTER THE
TRENCH; EXTEND WIRE 6" MIN. INTO CONTRIBUTING DRAINAGE AREA HAS BEEN
TRENCH** PROPERLY STABILIZED.
SvuEn IKA
FENCEPPO vov RT I� -III-III III -III -III -I I
FRONT VIEW
NOTES:
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.
SILT FENCE OUTLET
NO SCALE
TOP ELEVATION OF STORMWATER
#5 WASHED STONE
EXISTING SLOPE
EXISTING SLOPES
I--
�II�•J
#1 RIP RAP J
VARIES
SIDE VIEW
MAINTENANCE:r
VARIES
I I
INSPECT CHECK DAMS AND
CHANNELS AT LEAST WEEKLY AND
T
AFTER EACH SIGNIFICANT
RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT
I I I IT
SEDIMENT, STRAW, LIMBS, OR
0.5'-1'
-
OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND
to
DEPOSITION ABOVE THE CHECK
Q
1 ': :.
\
KEYED RIP RAP
DAM AND EROSION FROM HIGH
,.
FLOWS AROUND THE EDGES OF
THE DAM. CORRECT ALL DAMAGE
- -
#5 WASHED STONE
IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS,
41 I�T�I
ADD TONAL MEASUREBE
TAKEN SUCH AS, INSTALLING A
PROTECTIVE RIPRAP LINER IN THAT
FRONT VIEW
PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED
BEHIND THE DAMS AS NEEDED TO
NOTES
PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL
_
EXIS _
ONE
1.
REMOVE SEDIMENT ACCUMULATION FROM
GRO
NG UND
CHECKTO
AM, AND
CHECK DAM, AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT
BEHIND CHECK DAMS TO PREVENT DAMAGE
OVERDAMS
TO CHANNEL VEGETATION. FLOW SHOULD BE
STEP SEQUENCE
AS NEEDED TO MAINES TAIN
DAMS AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS
MAINTAINED THROUGH THE DAM.
SECTION.
2.
HEIGHT & WIDTH DETERMINED BY EXISTING
1
TOPOGRAPHY AND SEDIMENT STORAGE
REQUIRED.
3.
KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
CHECK
DAM
NO SCALE
NOTES AND MAINTENANCE
FILTER BAGS MAY BE USED TO FILTER WATER PUMPED
CLAMPS FROM EXCAVATIONS PRIOR TO DISCHARGING.
FILTER BAGS SHALL BE MADE FROM NON -WOVEN
GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH,
DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE
CAPABLE OF TRAPPING PARTICLES LARGER THAN 150
NON -WOVEN GEOTEXTILE MICRONS.
FILTER BAG
THE PUMPING RATE SHALL BE NO GREATER THAN 750
GPM OR)/2 THE MAXIMUM SPECIFIED BY THE
MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES
SHOULD BE FLOATING AND SCREENED.
FILTER BAGS SHALL BE LOCATED IN WELL -VEGETATED
(GRASSY) AREAS AND DISCHARGED ONTO STABLE,
PUMP EROSION RESISTANT AREAS. WHERE THIS IS NOT
POSSIBLE, A GEOTEXTILE FLOW PATH SHALL BE
-WELL VEGETATED OR PROVIDED. BAGS SHALL NOT BE PLACED ON SLOPES
OTHERWISE STABILIZED GREATER THAN 5%.
AREA THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO
CLAMPS THE FILTER BAG IN THE MANNER SPECIFIED BY THE
MANUFACTURER AND SECURELY CLAMPED.
FILTER BAG A SUITABLE MEANS OF ACCESSING THE BAG WITH
MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST
/ BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN
THEY BECOME % FULL. SPARE REPLACEMENT BAGS
SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE
THAT HAVE FAILED OR ARE %2 FULL.
GRAVEL PUMP FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY
PAD FLOATING PROBLEM IS DETECTED, PUMPING SHALL CEASE
INTAKE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS
CORRECTED.
SILT BAG & PUMP
NO SCALE
SKIMMER
STONE ENERGY
DISSIPATER
,EMERGENCY SPILLWAY
ROPE ATTACHED TO / ��
SKIMMER AND ANCHORED J
TO SIDE OF BASIN
1' MIN. MINIMUM 5'-WIDE EMBANKMENT.
EMERGENCY SPILLWAY
�2 2
I 1 = = = = 1
-I I I -I I I -I I I -I I I -I I I- BARREL PIPE
I -III -III -III -III -III -I
III -III -III -III -III -III -III -III -II = %
I -III -III -III -III -III -III -III -III -III -III -
*SEE CONSTRUCTION &
CLASS B STONE PAD MAINTENANCE NOTES BELOW STABILIZED OUTLET
4'X4'X1'MIN.
1
SKIMMER SEDIMENT BASIN
NO SCALE
PVC END CAP PVC VENT PIPE SCHEDULE 40
PVC ELBOW PVC PIPE
WATER SURFACE
PVC END CAP o I
PVC PIPE �/
PVC TEE "' HOLES IN SCHEDULE 40 ORIFICE PLATE
UNDERSIDE PVC PIPE
PVC TEE
FLEXIBLE
HOSE
BOTTOM SURFACE
END VIEW FRONT VIEW
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 INSIDETHE 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
NOTE:
REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBERS SNAKE OR
BY FLUSHING WITH WATER. BE SURE
SKIMMER TO BE TETHERED
AND REPLACE THE ORIFICE BEFORE
SKIMMER
REPOSITIONING THE SKIMMER.
'C" ENCLOSURE
ENTRY UNIT
NO SCALE
CONSTRUCTION:
MAINTENANCE:
1. CLEAR GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT
1. INSPECT SKIMMER/RISER SEDIMENT BASINS AT LEAST
MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND
WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
AS NEEDED.
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION,
TO ONE-HALF HEIGHT OF THE FIRST BAFFLE. PULL THE
ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL, PLACE THE FILL IN LIFTS NOT TO
SKIMMER TO ONE SIDE SO THAT SEDIMENT
EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
FOR SETTLEMENT.
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
THE SKIMMER OR THE FIRST CELL. MAKE SURE
SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A
VEGETATION GROWING IN THE BOTTOM OF THE BASIN
LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED.
IF RISER BASIN:
RE -ANCHOR THE BAFFLES IF WATER IS FLOWING
UNDERNEATH OR AROUND THEM.
3.1. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS
DESIGNED.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE
3.2. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
IS WATER IN THE BASIN, USUALLY JERKING ON THE
THE INLET OF THE RISER STRUCTURE. ATTACH THE FLEXIBLE JOINT TO THE RISER
ROPE WILL WAKE THE SKIMMER BOB UP AND DOWN
STRUCTURE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF
TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL
THIS DOES NOT WORK, PULL THE SKIMMER OVER TO
BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
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
IF SKIMMER BASIN:
DEBRIS.
3.3. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,
FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL
CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING
AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE
WITH WATER. BE SURE AND REPLACE THE ORIFICE
PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
BEFORE REPOSITIONING THE SKIMMER.
TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
COMPACTING UNDER THE PIPE HAUNCHES.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND
3.4. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY
MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT
BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE
SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
IS COMPLETE.
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING
3.5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS
AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
DESIGNED.
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
3.6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
FROM THE SKIMMER AND POOL AREAS.
THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND
POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN
ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO
THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
4. EARTHEN SPILLWAYS --INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT
POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE
AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY.
THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE
FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND
EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE
SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN
THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE,
NOT JOINED OR SPLICED, OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF
THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS,
SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE
LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER
EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
5. INLETS --DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
6. EROSION CONTROL --CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE
AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER
DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
CONSTRUCTION.
7. INSTALL POROUS BAFFLES.
8. 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 STABILIZE PROPERLY.
SEDIMENT BASIN
CONSTRUCTION
& MAINTENANCE NOTES
NO SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
`�11111111/��
O �GPRL N
/
O�• `O�` CJS i
03311 �y► w
PH AN
It�1111111\\
REVISION HISTORY
REV DESCRIPTION DATE BY
#
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
� I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE:
08-11-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
20084
DETAILS
10
SHEET 10 OF 13
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (MAX 3:1):
DATE
TYPE
PLANTING RATE
AUG 15-NOV 1
TALL FESCUE
300 LBS/ACRE
NOV 1-MAR 1
TALL FESCUE & ABRUZZI RYE
300 LBS/ACRE
MAR 1-APR 15
TALL FESCUE
300 LBS/ACRE
APR 15-JUN 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
125 LBS/ACRE (TALL FESCUE); 35
JUL 1-AUG 15
TALL FESCUE AND BROWNTOP MILLET
LBS/ACRE (BROWNTOP MILLET); 30
OR SORGHUM-SUDAN HYBRIDS ***
LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12, IN HEIGHT BEFORE
MOWING, OTHERWISE, FESCUE MAY BE SHADED OUT.
FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (3:1 TO 2:1):
DATE
TYPE
PLANTING RATE
SERICEA LESPEDEZA (SCARIFIED) AND
MAR 1 - JUN 1
USE THE FOLLOWING COMBINATIONS:
50 LBS/ACRE
MAR 1 - APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - JUN 30
OR ADD WEEPING LOVE GRASS
10 LBS/ACRE
OR ADD HULLED COMMON
MAR 1 - JUN 30
25 LBS/ACRE
BERMUDAGRASS
120 LBS/ACRE (TALL FESCUE); 35
JUN 1 - SEPT 1
TALL FESCUE AND BROWNTOP MILLET
LBS/ACRE (BROWNTOP MILLET); 30
OR SORGHUM-SUDAN HYBRIDS ***
LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
SERICEA LESPEDEZA (UNHULLED -
70 LBS/ACRE (SERICEA LESPEDEZA),
SEPT 1 -MAR 1
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1
AND ABRUZZI RYE
25 LBS/ACRE
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12, IN HEIGHT BEFORE
MOWING, OTHERWISE, FESCUE MAY BE SHADED OUT.
MIXTURE
AGRICULTURAL
2 TONS/ACRE (3 TONS/ACRE
LIMESTONE
IN CLAY SOILS)
FERTILIZER
1,000 LBS/ACRE - 10-10-10
500 LBS/ACRE - 20%
SUPERPHOSPHATE
ANALYSIS
2 TONS/ACRE - SMALL GRAIN
MUL
ASPHALT EMULSION AT 400
ANCHOR
GALS/ACRE
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: AGRICULTURAL LIMESTONE- 2 TONS/ACRE MINIMUM OR PER SOILTEST
FERTILIZER - 10-10-10 ANALYSIS @ 1,000 LBS/ACRE
SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS
MULCH - 2 TONS (+/- 80 BALES) STRAW/ACRE
ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
PERMANENT SEEDING SCHEDULE
NO SCALE
m
ROLLMAX
ROLLED EROSION CONTROL
Specification Sheet
Bioli WWII Erosion Control Blanket
DESCRIPTION
_
The short-term single net erosion control blanket shall be a machine -
produced mat of 100%agricultural straw with a functional longevity of
up to 12 month (NOTE: functional longevity may vary depending upon
Thickness
A5TM 06525, 0.29 in.
mm)
climatic conditions, soil, geographical location, and elevation). The
of evenly
Resiliency
ECTC Guidelines 81A 81.4%
ed o e
dinketstributed
tlistributetl over the entire area of the mat. The blanket shall be
theconsistenttnareathicknessmat. he blanket
Water Absorbency
ASTM D1117 440%
covered on the top side with a 100% biodegradable woven natural
Mass/Unit Area
ASTM D6475 9.12 o:/w
(310 g/sm)
organic fiber net. The netting shall consist of machine directional
strands formed from two intertwined yarns with across directional
Swell
ECTC Guidelines 15.7%
strands interwoven through the twisted machine strands(commonly
referred to as a Leno weave) to farm approximate 0.50 x 1.0 in. (1.27x
Smolder Resistance
ECTC Guidelines yes
2.54 cm) mesh The blanket shall be sewn together On 1,50 inch(3,81
Stiffness
ASTM W388 6.92 oz-IR
cm) centers with degradable thread. The blanket shall be manufac-
tuned with a colored thread stitched along bath outer edges (appmxi-
Light penetration
ASTM D656] 9.1%
mate) 2-5 inches S-12.5 mr from the edge) an overlap guide for
Y I ) g Pg
Tensile strength MO
146A Ibs/ft
ASTM D6818
adjacent mats.
(217kN/m)
Elongation - MO
ASTM D6818 10.9%
The S756N shall meet Type 2.0 specification requirements established
109.21bs/ft
by the Erosion Control Technology Council (ECTC) and Federal Highway
Tensile strength TO
ASTM D68t8
11.62 kN/m)
Administration's(FHWA) FP-03 Section 713.17
Elongation - TO
ASTM D6818
Biomass Improvement
ASTM D7322 398%
Matrix 100%straw fiber O..27k/so ur
(03]kgli,
'
Topsideonly. Leno woven 100% 9.31bs/1000 soft
Slope Gradients(S)
Netting biodegradable natural organic fiber (4,5 kg/100 sm)
Slope Length(L)
s11 31-21
Thread Biodegradable
s20It f6 m)
0.029 N/A N/A
20-Soft
0.11 N/A N/A
Width 6.67 It DO m) 8.0 ft OA m)
asoft hs, m)
0.19 N/A N/A
Length 108 it(31.92d 112 ft(34.14 m)
Weight x 10% 4 Alb, (21.05 kg) 501bs (22.68 kg)
80sgyd 100 sq yd
Flaw Depth
Manning'sn
Area
(66.9 smJ (81 smJ
s0.SO it(0.15 m)
0.055
0.50 - 2.01t
0.055-0.021
?2.0 it(0.60 m)
0.021
Stortated Shear 1.50 PM(76 Pa)
5trass
Urrvegetatetl Velocity 5.00 fps(1.52 m/s)
We'd R, Green
ozm
•.• NORTH 4609 E. Boonville New Harmony Rd.�a
a
Evansville, IN ­5oelrg5ano�PNmtoreign
AMERICAN
enze pateen an
,agree
GREEN 600-m_zo40
ma.erotw.,,m.oere:oa'oM'',�=ermPane,.°a'emo,<ea.,a
Ed RMx_MPns_5fi9N 1.19
NORTH AMERICAN GREEN S75BN
EROSION CONTROL BLANKET
NO SCALE
CALL 48 HOURS BEFORE
YOU DIG
���r v rzn
aa%
r 6 Win
09 wwwwNtem
off • .•,•
FOR LATE WINTER AND
SOILAMENDMENTS:
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
3 TON/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
ANNUAL LESPEDEZA* (KOBE IN PIEDMONT AND
MULCH:
COASTAL PLAIN, KOREAN IN MOUNTAINS) - 50
LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE
MAINTENANCE:
SEEDING DATES:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
MOUNTAINS: ABOVE 2500 FEET: FEB. 15 - MAY 15
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
BELOW 2500 FEET: FEB. 1 -MAY 1
FOLLOWING EROSION OR OTHER DAMAGE
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 -APR. 15
FOR SUMMER:
SOIL AMENDMENTS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
SEEDING MIXTURE.
3 TON/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
GERMAN MILLET*- 40 LB/ACRE
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
*IN THE PIEDMONT AND MOUNTAINS, A
MULCH:
SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
SEEDING DATES:
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
MOUNTAINS: MAY 15-AUG. 15
PIEDMONT: MAY 1 -AUG. 15
MAINTENANCE:
COASTAL PLAIN: APR. 15 -AUG. 15
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
SEEDING MIXTURE.
3 TONS/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
RYE (GRAIN) - 120 LB/ACRE
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING DATES.
MULCH:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 -
DEC. 30 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
SEEDBED PREPARATION:
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS
NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE 6.106 RATE OF 1 TO 1 1/2
TONS/ACRE ON COARSE -TEXTURED SOILS AND 2-3 TONS/ACRE ON FINETEXTURED SOILS IS USUALLY
SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS
WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10
GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE
TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN
30 MINUTES BEFORE APPLICATION.
SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL
CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 31 ON
THE CONTOUR BEFORE SEEDING (PRACTICE 6.03, SURFACE ROUGHENING).
TEMPORARY SEEDING SCHEDULE
NO SCALE
�119 ROLLMAKM
ROLLED EROSION CONTROL
Specification Sheet - VMax® SC2S0® Turf Reinforcement Mat
DESCRIPTION
The composite turf reinforcement mat (C-TRM) shall be a ma-
chme-produced mat of 70%straw and 30% coconut fiber matrix
Thickness
ASTM 06525
062 in.
(1s.7s mind
t dinto permanent three-dimensional turf reinforce-
corpora perm
ant matting. The matrix shall be evenly distributed across the
Resiliency
ASTM 6524
9s.2%
entire width of the matting and stitch bonded between a heavy
Density
ASTM D792
0,891 ddloW
duty UV stabilized nettings with 0.50 x 0.50 inch (1.27 x 1.27 cm)
openings, n ultra heavy UV stabilized. dramatically Corrugated
Mass/Unit Area
ASTM 6566
16.13 oz/sy
(crimped) intermediate netting with 0.5 x 0.5 inch (1.27 x 1.27 cm)
(sae g/sm)
openings, and covered by an heavy it uty UV stabi ll zed netti des
ASTM MISS/
with 0.50 x 0.50 inch (1.27 x 127 cm) openings. The middle
UV stability
1000 HR
100%
corrugated netting shall form prominent closely spaced ridges
Porosity
ECTC eOnes GUId
99%
across the entire width of the mat, The three nettings shall be
stitched ingather on LSO inch (3.81cm) centers with UV stabilized
stiffness
ASTM D1388
222.65 oz-in.
polypropylene thread to form permanent three-dimensional turf
reinforcement matting, All mats shall be manufactured with
Light Penetration
ASTM D6567
4.1%
colored thread stitched along both outer edges as an overlap
for adjacent mats.
Tensile StrengM - MO
ASTM D6818
7091bs/ft
guide
(10.51 kN/m)
The SC250 shall meet Type SA, SB, and 5C specification require-
Elongation - MO
ASTM D6818
23.9%
ants established by the Erosion Control Technology Council
(ECTC) and Federal Highway Administration 's(FHWA)FP-03
Tensile Strength - TO
ASTM D6818
7R Ibs/ft
Section 713.18
(10.56 Mind)
Elongation -TO
ASTM D6818
36.9%
..as lb/sq yd
Biomass Improvement
ASTM D7322
441%
70%Straw Fiber
Matrlx (0.19 kg/sm)
30%Coconut Fiber 0.151b5/sgyd
(0.08 kg/sm)
Top and Bottom, UV -Stabilized 5111 sgIt
Netting Polypropylene O.44 kg/to0 sm7
Middle, Corrugated UV -Stabilized 241b/1000 sf
Short Duration
tong Duration
Polypropylene (11.71,0100 sm)
Phase 1: Unvegetated
3.0 pit Di Pa)
2.5 psf (120 Pa)
Thread Polypropylene, by Stable
Phase 2: Partially Veg.
BID psf (383 Pa)
8.0 psf (383 Pa)
Phase 3: Fully Vag.
to psf (4813 Pa)
8.0 psf (383 Pa)
Unvegetatetl Velocity
9.5 fps(2.9
m/s)
Width 6.5 ft(2.0 m)
Vegetated Velocity
15 fps (4.6
di
Length 55.5 ft(16,9 m)
Weight 1 10% 341bs (15.42 kg)
Area 40 sq yd (33.4 snn)
NORTH AMERICAN GREEN SC250
EROSION CONTROL BLANKET
NO SCALE
- 2"-5"
(5 CM-12.5 CM)
i i i W W W W W W W i W W W W W W W i
W W W W W i i i W W W W W W W i i W W
1�-/�
..................
..................
.........................................
........................................
.........................................
............................. . .....
..
. ... ..
.....................................'.'.'.�
9
-12" I
(30 CM) Err
I
x,(15 CM)
(15 CM)
3"
(7.5 CM)
CLASS 1 RIP -RAP MAINTENANCE:
\, (SEE SECTION THRU BASIN BELOW) INSPECT ROCK DOUGHNUT INLET
PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (% INCH OR
GREATER) RAINFALL EVENT AND REPAIR
\ IMMEDIATELY.
\\ �� INVERT CLASS 1 RIP -RAP HEADWALL TO PROVIDE SATISFACTORY INLET
FLOW PIP PROTECTION EFFICIENCY, REMOVE °
1 °O° oo / SEDIMENT FROM THE SEDIMENT POOL
0 0 0 0
° °°Op ° ��� 3�^�� AREA WHEN THE VOLUME IS DECREASED
- / SFDIMEN? STORAGE AREA -
PERSPECTIVE VIEW
SEDIMENT STORAGE
FLOOD STORAGE ZONE
AREAS TO BE DISTURBED
(CUT, FILL, ETC.) 1' 2'
C 1'
IIIII
-11I11- F<O MINIMUM 15OOC
-I _ 15
-II I-� =11111 III
DIMENSIONS ARE #57 WASHED STONE
MINIMUM ACCEPTABLE
UNLESS OTHERWISE
NOTED.
BY HALF. THIS WILL HELP PROVIDE
ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN. STABILIZE EXCAVATED
MATERIAL APPROPRIATELY.
#5 WASHED STONE. 1' THICK x 3' HIGH MIN.
TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE STRUCTURE DURING
SEDIMENT REMOVAL. REMOVE DEBRIS
FROM THE INLET AND REPLACE STONE AS
NEEDED. IF THE INLET WAS COVERED
WITH WIRE MESH THE MESH SHOULD BE
X"� CLEANED DEBRIS.
WHEN THEE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND DISPOSE OF
SEDIMENT PROPERLY. BRING THE
DISTURBED AREA TO THE GRADE OF THE
DROP INLET. SMOOTH AND COMPACT IT
AS NEEDED.
APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE INLET WITH GROUND
COVER.
PIPIE INVERT, MAX DIA. PIPE IS 36"
RIP -RAP HEADWALL
ill=
'lill_I
NATURAL GROUND
3' SD SD
SD FLOW SDNo
\-CLASS
FILTER FABRIC
1 RIP -RAP
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
SECTION THRU BASIN, FILTER, AND CULVERT PIPE
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP
HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE
3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES
BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
HORSESHOE ROCK PIPE INLET PROTECTION
NO SCALE
ENGIN
EERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
MATTING TO BE INSTALLED PER PLAN
NOTES:
CONSTRUCTION PLANS
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" BOAT AND RV PARKING
(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 HICKS RD
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER FRAN KLI N COUNTY, NC
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 SONNY PROPERTIES LLC
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
CLASS 1 RIP -RAP MAINTENANCE:
\, (SEE SECTION THRU BASIN BELOW) INSPECT ROCK DOUGHNUT INLET
PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (% INCH OR
GREATER) RAINFALL EVENT AND REPAIR
\ IMMEDIATELY.
\\ �� INVERT CLASS 1 RIP -RAP HEADWALL TO PROVIDE SATISFACTORY INLET
FLOW PIP PROTECTION EFFICIENCY, REMOVE °
1 °O° oo / SEDIMENT FROM THE SEDIMENT POOL
0 0 0 0
° °°Op ° ��� 3�^�� AREA WHEN THE VOLUME IS DECREASED
- / SFDIMEN? STORAGE AREA -
PERSPECTIVE VIEW
SEDIMENT STORAGE
FLOOD STORAGE ZONE
AREAS TO BE DISTURBED
(CUT, FILL, ETC.) 1' 2'
C 1'
IIIII
-11I11- F<O MINIMUM 15OOC
-I _ 15
-II I-� =11111 III
DIMENSIONS ARE #57 WASHED STONE
MINIMUM ACCEPTABLE
UNLESS OTHERWISE
NOTED.
BY HALF. THIS WILL HELP PROVIDE
ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN. STABILIZE EXCAVATED
MATERIAL APPROPRIATELY.
#5 WASHED STONE. 1' THICK x 3' HIGH MIN.
TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE STRUCTURE DURING
SEDIMENT REMOVAL. REMOVE DEBRIS
FROM THE INLET AND REPLACE STONE AS
NEEDED. IF THE INLET WAS COVERED
WITH WIRE MESH THE MESH SHOULD BE
X"� CLEANED DEBRIS.
WHEN THEE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND DISPOSE OF
SEDIMENT PROPERLY. BRING THE
DISTURBED AREA TO THE GRADE OF THE
DROP INLET. SMOOTH AND COMPACT IT
AS NEEDED.
APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE INLET WITH GROUND
COVER.
PIPIE INVERT, MAX DIA. PIPE IS 36"
RIP -RAP HEADWALL
ill=
'lill_I
NATURAL GROUND
3' SD SD
SD FLOW SDNo
\-CLASS
FILTER FABRIC
1 RIP -RAP
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
SECTION THRU BASIN, FILTER, AND CULVERT PIPE
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP
HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE
3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES
BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
HORSESHOE ROCK PIPE INLET PROTECTION
NO SCALE
ENGIN
EERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
MATTING TO BE INSTALLED PER PLAN
NOTES:
CONSTRUCTION PLANS
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" BOAT AND RV PARKING
(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 HICKS RD
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER FRAN KLI N COUNTY, NC
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 SONNY PROPERTIES LLC
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
DATE:
08-11-2021
1. INSPECT SLOPE MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Z INCH OR GREATER) RAIN FALL EVENT. REPAIR IMMEDIATELY.
SCALE:
AS SHOWN
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE SLOPE MATTING.
3. ANY AREAS OF THE SLOPE MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
DESIGNED BY:
FLM
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE SLOPE MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
APPROVED BY:
PROJECT NO.:
20084
SLOPE INSTALLATION
NO SCALE
DETAILS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C�i 1
SHEET 11 OF 13
@ 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

■
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH �
COHESIVE &
LOW FILTRATION
SANDBAGS (TYP.) SOIL BERM
OR STAPLES
10 MIL
0 SILT FENCE SIDE SLOP LPILSTC SANDBAGS (TYP.)
OR STAPLES
0 0 (TYP
O o C �I �<
A
CLEARLY MARKED SIGNAGE
SECTION A -A
WASHOU
NOTING DEVICE (18"X24" MIN.)
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10'
SANDBAGS (TYP.)
TI GHSTAPLES
T
10 MIL COHESIVE &
PLASTIC LINING LOW FILTRATION
I}
1 1 SIDE SLOP SOIL BERM
o Z
�(TYP.)
SECTION B-B
SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE
NOTING DEVICE (18"X24" MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
31CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
■
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
``,1111 I11/j� s-
G000/v"
rc,264_31�,
0O
CC
�
vATHAN p
REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
I DATE: 1 08-11-2021 1
I SCALE: I AS SHOWN I
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 20084
NCGO1 GROUND STABILIZATION
AND MATERIALS HANDLING
NORTH CAROLINA
CAROLINA
ONE -CALL CENTER
1-800-632-4949
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C-1 2
SHEET 12 OF 13

■
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
.
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
.
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
E
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
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REVISION HISTORY
REV DESCRIPTION DATE BY
1 NCDEQ COMMENTS 9/29/2021 FILM
ORIGINAL PLAN SIZE: 24" X 36"
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
BOAT AND RV PARKING
HICKS RD
FRANKLIN COUNTY, NC
SONNY PROPERTIES, LLC
DATE: I 08-11-2021
SCALE: AS SHOWN
DESIGNED BY: FILM
APPROVED BY:
PROJECT NO.: 20084
NCGO1 SELF -INSPECTION,
RECORDKEEPING & REPORTING
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN
COUNTY, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT),
AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) STANDARDS AND SPECIFICATIONS.
C-1 3
SHEET 13 OF 13