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SHEET INDEX
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EC-2 Phase II Erosion Control Plan q ago �o QQ0 5 ,
EC-3 Erosion Control Specifications — V. m Boa ���zw^ ow
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N C G 0 1 — 1 NCGO1 Specifications Z m o � � o
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NCGO1-2 NCGO1 Specifications
ST.P-1 Storm Drain Profiles 577.E zwm NU� _
DR-1 Predevelopment Drainage Plan
DR-2 Post Development Ditch Drainage Plan
DR-2 Post Development Pipe Drainage Plan•-
R 1 Overall Roadway Plan / I I I I ,L '
R--2 Ryleigh Dan PI. Plan/Profile Sta: 0+00 to 11 +50 � __ �
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R--3 Addison Emory Ln. Plan/Profile Sta: 0+00 to 9+00 yti �i� FLI I I I I O •• i* ' ; 1, J"
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R--4 Wilhharr Ct. Plan/Profile Sta: 0+00 to 8+50 I I I I I IIP
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MAILBOX KIOSK PREPARED FOR:
80Mfi4LLC ' — — — — _ OWNER/DEVELOPER:
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APPROX, GAS R/W — 2.26 AC.
W OAKSPRINGS, LLC
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CO
/ — I / PO BOX 5350
* I I PIN 4654-68-8991
z I /-,ANDY T. WALDEN ETA D.B. 12E Pg. 643 MOORESVILLE, NC 2811'7
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\ 77.37 ACRES 2 _ _ r 3 / / / —� � I I (919) 38 e'7 —45'00
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PREPARED by:
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\ � � / � � 2 / / / I I I I °g• 22 ENGINEER:
\ — 3 I , — / / / / \ I / ►►III„ PIEDMONT DESIGN ASSOCIATES, P.A.
— J / / \ / / \ I I I / ENGINEERING/SURVEYING/PLANNING
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—\ — w °°" \ I I � SUITE 101 WESTFIELD CENTER
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M: 125 EAST PLAZA DRIVE
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Nt,m MOORESVILLE, NORTH CAROLINA 28115
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I d s,e / 2 O 29 1138) L°Go8.2665 NCBELS No.: C-100'7
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4654 017 STIR 61.49' --LN73' 21' 00"W 29, W \ I N72' 51' 47"W / / / T0�\oe6�2�0/ 5ga
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9. 126, -PWALT 100.74' 9.72' °r
125 EAST PLAZA DRIVE
Road — Q93� �o �
6p-R1htofWa (SR' ll3) 219-R-j5g11 65�,���$� MOORESVILLE, NORTH CAROLINA 28115
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NCBELS No.: C-1007
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES P.A. Owner: Approved: Date of Issue:

Location:
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/// 1. Current boundary based on information from ��\\\ \\�\�� �2j o \\ o o �� ti� `\ _ 100 YEAR FLOODLINE ��
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2. Contractor o maintain all weather drive access for j 1 I I i I l �I I J l I 1111 I I j I f ( I- \r J- -- � � — ' _ - - - \_ \\ _\ �w
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existing house of Pamela Edwards. J / // / / f / /// (I l \ �/ _ // , \ /� / /� _ _ _ ``�\ j/�= - - -` \ \ \ \ \\
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II I I l Contractor to verify use of timber bridges for ' /// ' c / ///, // /' > 1 I f f Jul / / , - ,,�, ,\ -/ %/ = �� \� ��\\\ - - _
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I I crossing of existing gas lines during construction. // /// /,!/ / / / J I / < / / //�_ I I / / , _ \ \ ✓ // _ \\\ \\ \ \ \\ SEWER
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REVISIONS
BY
Date: 12/03/20
Scale: 1 , -100 FT
Drawn: CLF
Checked: DLM
Project: 2021
-01 -08
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Sheet
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Sheets

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Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner: Approved: Date of Issue:
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REVISIONS
BY
Date: 12/03/20
Scale: 1 , -100 FT
Drawn: CLF
Checked: DLM
Project: 2021
-01 -08
Job:
Sheet
EC-2
of 4
Sheets

NARRATIVE:
Oaksprings, LLC is proposing to construct a new residential subdivision off Presbyterian Road in
Mooresville, Iredell County, NC. The scope of work will involve stripping topsoil & stockpiling along with
preparing subgrade, lot grading, storm drainage, utilities, and placement of asphalt. Offsite areas will
be protected from sedimentation using temporary construction entrance/exit, temporary sediment
fencing with rock wier outlets, rock pipe inlet protection, hardware cloth and gravel inlet protection,
lined channels with temporary check dams/straw wattles, and two temporary sediment basins. The
limits of construction shall be as shown on plans. Total disturbed area is estimated to be no more
than 8 acres. Upon completion all disturbed areas shall be permanently stabilized with asphalt,
concrete and grass as per the seeding specifications.
/' r-A 1 r-M A I _
The work shall consist of furnishing labor and material, equipment and performing all operations
necessary for a complete installation of all work as specified herein and as shown on the drawings.
1. Work shall consist of installation of temporary erosion control measures; stripping topsoil, preparing
subgrade, placement of stone, concrete & asphalt; redistribution of topsoil strippings, and
permanent seeding. All disturbed areas shall be left in a stabilized condition upon completion of
this project.
2. The Contractor is expected to examine the site to familiarize himself with site conditions. The
Contractor shall carefully read all the specifications and examine the drawings and details in order
to thoroughly familiarize himself with the work to be done. Any work shown on the drawings or
included in the specifications, or reasonably implied by either, shall be performed the some as if
called for by both.
1. A temporary bench mark shall be established on site.
2. The Contractor shall be thoroughly familiar with the Erosion Control Sequence as stated hereafter
and shall follow this sequence to insure that no off site pollution occurs during or after
construction. Any deviation from this stated sequence or plans and details shall have prior
approval of the Owner's Engineer and Iredell County Erosion Control Office.
3. Top Soil: Strip all top soil from the area to be graded and stockpile on site for redistribution
upon completion of grading.
4. If required, soil borings shall be taken in the area of the buildings by a certified soils engineer
and the results reported to the Owner's Engineer. This work shall be done if directed by the
Owner's Engineer.
5. Fill Dirt shall be placed in the areas indicated on the plan. Fill material shall be free of brush,
rubbish, and other material that will be detrimental to construction of a stable fill. All fill shall
be compacted to a minimum of 95% Standard Proctor with proper moisture control.Maximum
thickness of layers of fill to be compacted shall not exceed 8". No slopes shall be steeper than
2:1. The entire sub -grade after compaction shall be smooth and uniform slope.
6. Subgrade and fill to be verified and tested by Geotechnical Engineer.
7. Cut Material to be excavated is assumed to be earth and other materials that can be removed
by power -shovel, bulldozer, motorized pan, or normal excavating equipment; but not requiring the
use of explosives or drills. If rock (as defined herein) is encountered within the limits of
excavation, the Contract Sum will be adjusted in compliance with provisions for "Changes in the
Work" of the "Conditions of the Contract". When rock is encountered, Contractor shall notify the
Engineer immediately; and shall not proceed further until instructions are given and
measurements made for the purpose of establishing volume of rock and the value of excavating
some. Rock is defined hereby as that material which cannot be ripped by a crawler- tractorrated
at a minimum of 50,000 lbs. drawbar pull at one mile per hour, pulling a single -tooth ripper.
Equipment shall be in good repair, and shall be in proper working condition.
Rock is further defined hereby as boulders larger than 1 /2 cubic yard in size. No payment will
be made on the basis of unit -price for rock unless minimum -sized equipment or better is utilized
as required hereinbefore. Rock work is defined hereby as removal of material by drilling,
blasting or wedging. Rock shall be stripped for measurement before excavating, and no rock
excavated or loosened before measurement will be allowed or paid for as rock. Measurement
and payment, therefore, shall be by number of cubic yards required to bring the excavation to
the required surface or grade as required by the Contract Documents. The Owner may adjust
the grades should excessive rock be encountered.
EROSION CONTROL SPECIFICATIONS
Requirements of the Contract Documents apply to all work in this section.
GENERAL: Provide the work of this section for erosion and sediment control as indicated and
specified as follows:
Construction entrance; temporary sediment fencing, rock weir outlets, hardware cloth and gravel
inlet protection, rock pipe inlet protection, rip rap outfall protection, channel matting and
permanent seeding.
CONTRACTOR'S RESPONSIBILITY: The Contractor shall furnish the Owner a system of temporary
controls to minimize soil sediment erosion during the construction period caused by storm water
runoff. Work shall be performed as called for on the drawings and as site conditions warrant. All
erosion control measures shall be constructed in accordance with the NC Erosion and Sediment
Control Planning and Design Manual Latest Edition.
OWNER'S RESPONSIBILITY: After the acceptance, it is the Owner's responsibility to properly maintain
the work.
EROSION AND SEDIMENT CONTROL: The Contractor shall provide erosion and sediment control during
the period of construction of this project. The Contractor shall protect and maintain the temporary
erosion and sediment control structures which provide temporary sediment pollution control, as shown
on the drawings. The Contractor shall protect and maintain the temporary facilities as necessary to
trap soil erosion and sediment pollution created by storm water runoff. Maintenance of these facilities
shall include, but not be limited to, regrading and filling of washed out areas, adding erosion control
blankets, adding silt fence, and reseeding and mulching of the swales during the construction period
if deemed necessary by the Owner, Owner's Engineer, or the Iredell County Erosion Control Office.
EROSION CONTROL SEQUENCE:
The following sequence of construction shall be staged as required to provide acceptable erosion and
sediment control.
1. Contractor shall arrange a pre -construction meeting with the Owner, the Owner's Engineer, and a
representative from the Iredell County Erosion Office prior to any land disturbing activity. An
Erosion Control Plan Approval Certificate shall be displayed and a copy of the approved erosion
control plan must be available on site at all times during construction.
2. Barricade off construction area. Construct access drive which shall receive a minimum of 6"
depth of 2"-3" coarse aggregate in loose measurement at locations shown on the plan. Any
sediment accumulation on adjacent public roads or areas not within limits of construction as a
result of this project and traffic from this project shall be immediately cleaned off by the
Contractor.
(Minimum Stabilized Construction Entrance Length = 100' as per detail 6.06.)
3. Install construction entrance, sediment fencing with rock wier outlets as shown on plan sheet
EC-1.
*No prefabricated silt fence is to be used on this Dro iect.*
4. Strip topsoil and stockpile in areas as shown on the plans. Due to the lack of space, stockpiles
may need to be shifted around as necessary. Contractor is responsible for providing adequate
measures around stockpile areas at all times.
5. Rough grade site as shown by proposed contours. Stabilize disturbed areas as the sites are
brought to grade. The angle for graded slopes and fills shall be no greater than the angle that
can be retained by vegitative cover or other adequate erosion control devices or structures. In
any event, slopes left exposed will, within 14 calender days of completion of any phase of
grading, be planted or otherwise provided with temporary or permanent ground cover, sufficient
to restrain erosion. The angle for graded slopes and fills must be demonstrated to be stable.
Stable is the condition where the soil remains in its original configuration, with or without
mechanical restraints. Additional measures to control and sediment may be required by Iredell
County Erosion Control Inspector.
6. The Contractor shall install gravel base on roads and sow groundcover (including fertilizer and
mulch) on all exposed earth areas within 14 calendar days following completion of any phase of
grading; sow permanent groundcover for all disturbed areas within 14 calendar days following
completion of construction or development. Contractor shall inspect seeded areas at 14 days
after initial seeding and repair all bare areas. Non -stabilized areas shall be stabilized with
erosion control blankets or other acceptable methods as approved by the Engineer. (See
Stabilization Timefrome table this sheet).
7. The Contractor shall be responsible for maintaining all sediment and erosion control measures
throughout the duration of the construction project. Maintenance shall include, but not be
limited to: cleaning silt out of drain structures, adding extra gravel or riprap; regrading swales
and washed out areas; repairing, replacing, or adding silt fence, etc., all as required.
8. Contractor shall clean all all impacted existing storm drainage structures, flumes, pipes,
culverts, etc. prior to final payment. Contractor to clean affected pavement areas daily.
Contractor shall communicate directly with the Owner or the Owner's representative to
coordinate the relocation of autmobiles to prevent damage directly or indirectly as a result
of these site improvements.
9. At the end of the project construction and after the paving and permanent ground cover is
established, the Contractor shall request an inspection from Iredell County Erosion Control Office
prior to receiving permission to remove all temporary erosion control structures grading these
areas as shown by the proposed contours on Sheet EC-2 and seed all remaining disturbed
areas, including any areas of poor quality vegetation.
10. Contractor shall "hold the Owner harmless" from financial penalty, which could be invoked by
government authority, due to Contractor's negligence.
SEEDING SPECIFICATIONS:
SLOPES 3:1 or FLATTER
1. Apply agricultural lime at the rate of 90 Ib/1000 sf.
2. Apply 10-10-10 commercial fertilizer at the rate of 20 Ib/1000 sf.
3. Seed in accordance with the following schedule and application rate:
DATE TYPE PLANTING RATE
Aug 15 - Nov 1
Nov 1 - Mar 1*
Mar 1 - Apr 15
Apr 15 - Jul 30
Tall Fescue
Tall Fescue and
Abruzzi Rye
Tall Fescue
Hulled Common or Bermuda
200 Ib/ac or 7 Ib/1000 sf
200 Ib/ac or 7 Ib/1000 sf
25 Ib/ac or 1 /2 Ib/1000 sf
200 Ib/ac or 7 Ib/1000 sf
30 Ib/ac or 1 Ib/1000 sf
Jul 15 - Aug 15 Tall Fescue and 200 Ib/ac or 7 Ib/1000 sf
Brown Millet or 35 Ib/ac or 7/8 Ib/1000 sf
Sorghum -Sudan Hybrids 30 Ib/ac or 3/4 Ib/1000 sf
* Heavily mulched during January - March period. Coat applied at the rate of 5-7 gal/1000 sf
or 200-300 gal/ac.
4. Mulch with straw applied at the rate of 75-100 Ib/1000 sf. and anchor with asphalt emulsion
tack coat applied at the rate of 5-7 gal/1000 sf or 200-300 gal/ac.
SLOPES GREATER THAN 3:1 TO 2:1
1. Apply agricultural lime at the rate of 90 Ib/1000 sf.
2. Apply 10-10-10 commercial fertilizer at the rate of 20 Ib/1000 sf.
3. Seed in accordance with the following schedule and application rate.
DATE TYPE PLANTING RATE
Mar 1 - Jun 1 Sericea Lespediza (scarified) &
Mar - Apr Add Tall Fescue or
Jun - Sep 1** German Millet or
Small -Stemmed Sudan Grass
Sep - Mar 1 Sericea Lespediza
(unhulled-unscarified)
Tall Fescue
Millet or Sudan
50 Ib/ac or 11 Ib/1000 sf
150 Ib/ac or 3-1/2 Ib/1000 sf
40 Ib/ac or 1 Ib/1000 sf
50 Ib/ac or 1.2 Ib/1000 sf
70 Ib/ac or 1-3/4 Ib/1000 sf
150 Ib/ac or 3-1/2 Ib/1000 sf
20 Ib/ac or 1 /2 Ib/1000 sf
** Temporary - Reseed September 1 at recommended rates.
0 cc
00
OC
4. Mulch with 3" straw applied at the rate of 50-90 Ib/1000 sf and anchor with asphalt
emulsion tack coat applied at the rate of 5-7 gal/1000 sf or 200-300 gal/ac.
0In Ln
00
ILLJ
n
AS
0
co
Cn
NVIN:$TMILlZ4TI0N 71MEFR .MEFx
Sloe Area antdpaon
Sfahlllrallon
Tl"frwTre Exarpi
RIP
lono-
Rrrirr.nrr d Ats, ioaIa, ePkFrts and slwos
7 dais
Wrtir
WO
y WO+y wra4er -CI'hI Za"s
7 dwfs
pkr"
son �tiY Olin 3 �
� drys
II 3�OFli an 10r or Ira n iYr�l mid merror
SbllPlr R4n ? 1. A G4}e am O7we4
� ,tJ ath& arras w?h slrgrs Ilalwr rhrti 4:1
id daYc
Nratir, *5oeyetier prhWe.a andliOW Zenei
TORh11 DRAINAGE OALOULATK)N.
C
AREA
SUB
cUMh+I,
PIKE
MIN,
LOCATION
LOCATION
SUB
INTENSITY
FLOW
FLOW
n
SIB
SLOE
FROM
TO
AC
C
IN M R
C FS
FS
VALUE
IN
M
#FE-1
FES-
2.46
0.60
7.08
10_45
10.45
0.013
16
0.98
6YI-3
Y1-4
3.40
0.60
7.08
14.44
14.44
0.0 1 �
24
0.41
yI-4
�QMJ-I-5
1.51
D.60
7.08
5.84
21.28
a.013
24
0.8$
'FED-7'"
JB-8
3.71
0.50
7.08
13.13
13.1
0.013
24
0.34
J13-8"
FE�_1q
0.00
0.50
7.08
0.00
13.13
0.013
24
0.14
IND IC ATES E EO IN NINE OF NEW RUN
*INDICATES AREA OF MOSTLY UNDEVELOPED OFF SITE AREA.
H AN N
E L a ES pGN CALCU LATION S ;
INTENSITY
INTENSITY
1 D Yr_
2 Ye_
MAX-
CONST_
FLOW
TEMP-
PERM.
LOCATION
AREA
C
10-YEAR
2-YEAR
FLOW
FLOW
SLOPE
DEPTH
DEPTH
ELOCIT
LINI0. N
LINING
CHANNEL 1
2.05
0.65
7.26
5.50
-9_67
7_33
3.00
1.50
0_78
3.61
SC250
GRASS
CHANNEL
0.93
0.65
7.26
5.50
4_39
3.3
6.40
1.50
0_48
4.28
SC250
GRASS
CHANNEL 3
0.12
0.65
7.2E
5.50
057
0.43
6.40
1.50
0.24
2.21
5C250
BRASS
CHANNEL 4
0.0I}
0.65
7.26
5.50
0_38
0.29
8.30
1.50
0_19
2.22
SC250.
GRASS
CHANNEL 5
0.11)
0.65
7.26
5.50
0_47
0.36
3.20
1.50
0_21
0.95
SC250
GRASS
CHANNEL 6
0,3�
0,65
7,25
5,50
1,79
1 36
3,00
1,50
021
1.17
SC250
SSE
CHANNEL 7
0.95
0.65
7.26
5.50
4_48
21.40
2.30
1.5Q
0_64
2.37
SC250
GRASS
CHANNEL 8
3.91
0.65
7.6
5.50
18.46
13.98
3.20
1.54
0.76
3.76
250
GRASS
CHANNEL9
0.16
0.155
7.2E
5.50
0_T6
0.57
8.30
1.50
0_25
2.71
SC250
GRASS
CHANNEL 10
0.24
0.65
7.26
5.50
1.13
0_86
3.00
1.50
0_58
1.71
SC250
GRASS
CRANNEL 11
0,34
0,65
7,26
5,50
1.60
1.22
7.00
1,50
0.39
3,66
SC250
ERASE
CHANNEL
0,3!a
0,65
726
5.50
1.84
1.39
7,00
1.50
0.30
252
5C250
ERASE
-121
CHANNEL 73
0.215
0.155
7.26
5.50
1.23
0.93
7.90
1.50
0_29
3.11
SC250
GRASS
CHANNEC 14
0.11
0.65
7.26
5.50
0_52
0_39
7.90
1.50
0.22
2.30
SC250
GRASS
NOTE: NAB-0575 & O1 25 SC250 REFERS TO NORTH AMERICAh1 GREEN REINFORCEMENT MAT
OR ENGINE E R AP P ROVED EQUAL.
RAP OLITFALL RROTECT0N DATA
STRUC.
as
Q
a60
La
1Ar Ri e
YIf End
amax
Thickness
I.D.
Inches
IFS
Inches
Feet
Feet
Fit
Inches
Inches
FES-2
18
10.45
3.0
8.0
4.5
9.$0
4.50
6.75
FEES
:24
21.28
3.0
$.0
6.0
10.00
4.50
6.75
FED-9
4
13.13
3.0
8.0
6.0
10.00
4.60
�.75
ALL RIP FLAP OUTFACE P ROTE TION AS P1= R D E TAIL 6 .41.
Slab Top Inlet Calculations
Structure ID
Q
Inlet Side Length
Inlet Side Width
Total Length
Height
Depth Inlet
I.D.
CFS
Ft.
Ft.
Ft.
Ft.
Ft.
*YI-3
14.44
4
3
14
0.5
0.461
YI-4
6.84
4
3
14
0.5
0.280
Calculated Using Orifice Equation and Weir Equation Taken From Charlotte Storm Water Manual
5 EDIA+IEf4T aR&dN . DE N LFaED MIN. R = Q. MIN. REP.
�E�•
QED•
QED.
U4'EIR
5T1C]RArm E
STORAGE
5 TD R.KGE
V.-E; R
FLOW
TOP
TAP
SOT.
9 DT.
60T.
5M4lVIhf R
:SKIMR
RASIN
AREA
AREA
STaRAGE
� 5 LJ R F. ARE
13EPTN
w9I0YN
LENGTH
LE N :2 TH
DEPTH
WIDTH
LENGTH
WIDTH
LENGTI-!
9 AS IN
51EE
4R IFiC E
N4JMIRER
{AORgSh
JACkESf
[CFI
CPS �s P]
lFtJ
[FTj
1�11*1j
IFT1
IF7j
IFTj
I;FTf
{FTf
{FTf
ELEV.
{N}
f]LL(IN)
1
4.C?3
1213
3394
20.2a 6591
5.0
57
115
10
0.72
-55
� 23
37
95
7511010
1. 5Q
1.20
Qes lign Requ iremerrts; F l;Qaro 2,00 Fmk
10 Yr Storm InhensiPV 7.30 irliFlr C= 0_6
ALL TEMPORARY SKRWME R SEIDIM ENT BASINS TO BE C4>6TITEAS D PER DETAIL 115.
Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
Owner:
Approved:
Date of Issue:
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iQ . L�l ......... ....
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min
2-3"I
coarseag gireg. ....rc
rigure r .
Construction
6.41
09
Pipe Outlet to Flat Area —
No Well-defined Channel
-;,- .-.----
3d ;-
PI n ..
a r�-.
...
. .
i,,•yt.T,- wSII! .
1
d =:
'- 1 _ .
Sealers AA }Filter Notes
blanKet
3. L,i is the length of the rip -rap
apron.
Pipe Outlet to Well-defined
Channel 2. d = 1.5 times the maximum
. . stone diameter but not less
than 6".
. 3. to a wah-defined channel ex•
tend the apron tip the channel
{
A A banks to an elevatiD[T ❑ 6"
---- above the maximum tallwater
- dep;h or to the top o€the bank,
I whichever:s less.
. 4, A fi8tes blanke', or hater fabric
. should be installed between
Plan . the riprap and sail fourldatiorl.
, . .
.
= r~
r
:1. ....
ter..
-ram
"I� �It
-� 1 r l f"
F ifteC
blar,xet
figure 6.41t Rlprap outlet prcaecfan {modi:iud IrerrL Wa 5'tYCC.J.
I_ ifLalY• that oh•� h,•xd• for i• il• -sat rixas'i,llxrs[ > i •,
�Qf15tTEiGtIQEI }. L.0 g, L 1L the f ] vl , d ] p s t }sL rL•yuir d l n4:
and T'i&. shn.v'u in Lhc pinr. CentP aciany h31 rcc su
1 uircd ill the b•,,m& 10 the
}
S eciffcatiofTs
dcn,it L L t.1C,urruundin , undislurhod nia[u•ial. Law�amas in the suh�'reJd Lit
:t, „ `
4 L s. it rk et3 .�L it rlrn• aria hC 11EIcs3 h ' 1[1tre53: r31 _ tl lr 3'I ]CAI) Eh IckllrSY.
_ 7 8 3 E
2, lhc rilpruf, a1sL1 ssravcl filter uu:Si auL]bnn to tJ1c spccl[iLtiJ f:raL111Lg bouts
Shown on line plans.
3. Filler clutlt vvilelt LL eii nw•t net doO_m rc u; anent: and ha r 11 Lrl • 5 s C S rL S t 4 4
Ll P ]
- I ' u •s• n ti [ less' Lin ttr,[u rr vl unclriL. 1 harm^duriva•in�;:Jlaliilr, Howirsln car it. by
L P r f
rcrosrvinp the riprap and },kacing:u,cxhi:r pica offilter clollb 45VCT the damaecd .
area. gilt car l•C t' , •1'sit5 : h r il „•rl• sn :• w 1 311' i, oce t 11 L I[ L Joint.' ) L L d t i s [1 L , L[ , ab Ell I P 3
d,11171M WII LL5'ar a Minimum of I Root. If the danmgA� Is C%LcILSisc, rtphkie
rho cJuirc Filter cloth. .
S. ]t 1prap playhe J1tsced hp ryuipnse ill. but lake care W avoid dtl slag ink 8)c
JHWT.
5,
7hc uliuilsium tlii;:krins of dun rn should he 1.7 linos Eric maximmu
P P
stone diameter.
6. Ho fa play t, • held . to a ,r e•, •ill llirrti• nu. : E , dd b
� •, n r t u_ s,u It } x t L hex.
P P _ y .
ungulai' hI'•lflo' v1cLLtl1cr-resMLa3L[ ailid weal ••r dcd. .
L L L 'v •• ' .. L []1 s.Yru CL lhC a %CC ❑ Lill 'l.CCU ' .1,.L. With S1U [ ❑C]'[Ilt :u dx• end. tsL t.l.
U
3 _
Iu,ur•hcri rat', E^ rvsn:tr••rn•nE1^v•s,c[1htE• •••ivin„ •' orili,hd•
] p E•[ i 1• do •, u= L c L 1L rvLL 6 arLa t y
n. hLIL ... .
S. J:3ISLITV IheL t}:c aprsrsl is pn5perly Ulicncd ''ill; the Tc-Cr ,•illg slrcaln
- Lind rct'umhl • s[rao gilt tluuu,�oui its len,ih. 1f a cane i- ed t 1 fit : iic
] Y A g g nwLJ s
tLill diliolls lkwc. it in tbV. a er SBCtiult kd'OLU cl lrulli.
•P PP f
5Y. ilnnlcdi:Ltc[YORCICcmatruciiull,S;: Ili liZell lldib[Ill hod !I]iaswviI]IVcgelation
E Iaeticcs t. [i] 7reu•n;raz•5•.Seeclbr'. and G.. ] Nrrrezu,zrzx .SeerlLr' .
6.83
hI, Illl
■e
Construction
i. Place stone 3- lips I; nes aneE dollVllsiun5 shown in tile plall Lill a illter fabric
Specifications
f oundatiml.
.
2. Keep the• center moilc' Section at ]cal 9 ]nclw,, t, Ao}v natural ',rclujid lcvcL
.
' wl«lrc the daln abuts the sham Lrl batiks.
.
.
14 ,rL•, s'-tit l •• p'•',i1! ' Ip�3 '•L'
3. fiXRdl .0 L.11 va. 1._ 1eL,lLy. c[f.rdi;ih..11h(€l�urzG.83bltukcep
.
water from cutting around t:le ends ofthc check dare.
4. Set spacing between darns to assure that t1w elevation at the top of the
. .
lower dani is the sank as the toe cicvanoil aE-the upper dam.
.
5. P1i,l"T 111 • clml)mn •l i111ar llle ILisaasl Est k [blow 1iof0 i108ti•'y flow that caul l
VausL • •rusinn.
. .
. G. Make slue that Elie channel reach above the host upstream ciani is stable_
7. }_msurL't31aL L Uur areas of ihccha nit't_ such as callVcricntranucs bciolVthc
..
chock dawns, are no: suhioli to danluipr or hlL ka{;r 1se„n 1153,Iaced stojies.
L = Tf.5 distance, Such tl:al points .
A and B are Of equal elevatlorl .
i
A E1
'- '
Figure 6.Saa 3pz, check dare' in
... -.- . -, •-_ -- •tom
a chann,:1 so that the crest of downstr©arn eJWji is at orovation of"foe Of us3snearrl Cam.
1.5' *min.
9, min
:
1. ti,
r: ..
n ..
•-'
. ..
Filter Cloth ' .
Pion Vhew
a r
00
Cross -Section View
Figure 6.636 Stuns check da{rl stone sllauld be placed over the cl:aniei oanks to keep water front a t rig aruwld the
Jam.
Ma3ite12fG2
ELis cc[ checkdamsandchanncIsaticasiwrekl} andafw reaL.lsr_•nlfrantJ[•_r
inch or greater) rainfall elent ii,.d re air imntedmVI '. Clear: out sediment l w
P
. 5iravv, hnibs, or other debris rhat could ::Ii]2, the ChalinVI wholl Heeded.
Anlicipmc submcrgenVr k1UNI eEfi,sition ahOvC the Vhrc: r11M and orobiull fiU[ll
3:iell Howl eru«nsE flu cd&!e, idtlw dam- Corracl ,ill dmikll e iinri tdiawly. If
significant efosinl: occurs between dams, additional measures can N taken
such as. in,Gillils•, a prntcctivr ri; rap liner ill that portion of thv ch:uin7A
[Practice 6_3 t, R;prup-licit• au:I Trf:,ed (71amicis)-
R,c.suov: wdinLont ticcunlulawd behind she dkirm rla uccdaal ill prcvtm darlta LC
todinnnrl v'LL!oation. allo,vthe 011rsilQ; Ili drairo lhrk,43 the szuneCheLk dawn.
and plrevenr larL•e flon's Front C33•rv?n 6Cdiin.eix ol'er the dani- Add stonL•e [0
dani5 a5 needa, to maintain i:e,IIl lleik:lt and cross section.
spas . • • - .
IF ------- —AR
I1.1I I
I....... _ a
4, fnax 1 19-gunge herclWn^e dotal
mesh openings)
r,l T Ji r #i _ _
CDC 5 0 57 _ 2'
h to washed stone
... ..... .... .................; ........-.. -..
------- -
t I6"
S
1
2'
NCDOT
ill t ered
wasshhedd sttoonee Wri
ter
A -
F' 5 Hard -are l Jh n I ml 1 n
1 tare 6$ s cloth and rave e[ protection
99 P
w. , w • , • s , • r 1. UnrtL r1.li rests t1 , 11a1h LIL n. sus n a 3 .s tuhlne illy u11c[.
Construction
. t. F IP _
Specifications 2• [)lire 5-11101 s1"i pns:a? feet into the ground sUticoun&lg the in[e1.
S ace posts eve around Eli erinieter ofthe inlet a max hnlun of 4 feet
P C P
apart.
3
i 1 - .
.. Surround du l sail x7L1. vsn n:c:h ]lard .uL cloLli. Sccurc thv ,vire
3 reSlI I [hu steel pasIs m Ihr lup, middle. and hulto w. PIacis I a 2-Brut flap
ollllc wki rrkc,h L111L1e1' 11w L•:avcl 1Vr.1n0wrltiv is rees,lnrml rldcEi.
4. Place dean gravel (tie i)() i ,5 nr ]rS7 stone} an a 2! 1 slope va'ilh a
height nr 1(r inches around the wire, and smooth w at-. even grade.
5. Once the contributing ,krai: airo =r has bL%-n stabilizes, rc2novc
6.62
I �
Construction
h9ATERIAL$
I'
L'sa a sVnthere filter fahric Lis at leas; 95".'u 1)v '.vet �ht of glnlVnlclills t,r
S peGl iCatIQEiS polycster,,vhicli is cenificd by the manufacturer or supplier as cnntin•nling to
the requirenients in AI "T:%t 1) 5461, which is shown ;I: pan ul'lable 6.636.
S}'Iethetif filter f:Lbric shnul4 contain ultraviolet ray' inliibitors and slabilizas
M ])MVLdC a 311LIUM T11 of 6 months ofcxpccted usable conslruczinn life at'a
Lem oerlai re range of 0 IV �0" F.
2. hns_Lre that posts for sedlnienl tances are ]..i; Ih'hnesr It st
a nlinin:urn lcny_h of 5 feet. hake sure that steel posts have projo
lauhlxtc lusicning Elie fahric.
1 • ,rLL,
.. I-Lr re3r.filnrnt aJ standard 5lrL:3l6Lli fdtcr fabric 11SC wL."L' fen:
n:inhnuin 14gLniecallda,naxinLilnL3n,eshspacingt,f'oinC]Lcs.
Table 6.62b Specifications For Sediment Fence Fabric
.. .... . .......................................................................................................................... .
Temporary Sfit Fence Material Property Requirements
Supported' U-Suppwled'
I TasL %imofis Units
S:Ir ['. : . -11 I:eoce
I Gran Strenoth AS7h1 D 4632 N [IDS)
I
Macn:Lie 0ifeman
............................................... .......................................
400 55O
........................................_........................
E9D]._.. alto
. _ -..__
X-Machine ❑ire:tion
400 3130
,_Gi [90s
Peml'•llimy' AS"hl L, 440E see - 'I
C c1b 0 OS
Apparel); Opening Sizes ASTM D 476v mm
0.60 0.60 Mt
iUS Sieve p3
-------------------------- ------------------------------.....--------------------- -----------------------------------
(30i (30)
--------------------------- --------
G
ulrraviolei G:anili: f,5'h1 D d3S5 retained
y
7 " f 7 :J, -
D a, a per 0 , sfter
51+ength
5LX}1, .1 a ;3.! use 600h of exposure
--......__........_....._........ ...�..._...............-....._. ...........,--�.j-Ot...._...._....-7.._...............-.............._..,......_
SiI: Fen:.e support snail consist of 1a gage steel ,visa w;tn a mesh spacing of 154 nlnl i6 ii}.^.nus;, Dr prefabrica:nd poylnlar
equi•aa:ent strength.
' Tlle5e Vefauit values are baste] on empirical evidence with s variety of sediment For Environmentally sensitive areas. a r
e.
r oleos w rience andyur sae or re sarla3P s 1.1C ea � i �
e e e tzxt le [ells lr
p A 9 L' �
, ^ � r � � Y T1 � 1C L � r
cLC4 JdrLce w•II: Test h � ad Q 5 1 SI sold L'L• e
r
b• tea a etc to con 111 suiwoi4i! • of these r 1lirements.
i 9 r s �4
'As measured m accordance vvith Test fvlethod D,:v"32.
CONSTRUCTION ..
1. Construct the sediment harrier of standard strength or extra strcu,,th . '
sy whct;c Ill to tabries. . . . .
2. Ensure that the I1c110L[ of the StLLmcln hive does lwL exceed 24 inches .. .
aboac the grouJ:d surailCnCCS eta;• irIL?w L:ns? VVILIIEWS of water
sutlic;tnl tUA riUUSC fl;pure, of [hc etnlcillrt'.l . '
3. Coii s! rILCT [hc h1tCl' fit b]'r(" l'iO3T3 a CO!1Lr1nU:1S J'L1I1 QLE su dsc lrnLth or [hr.
harrier to avoid joints. wilcn joirm are iwceSsatt', .Su-,twely' lisslea il, 1111er .
cloth only a[ a eupjlo,l pos: ,xiin 4 fccz minirlu ni ovoisp {Li [he lwxt post. . ' .
A. SuppLin Standard strength 1;L•cr fahric by wire nie%li fastened securer} to .
Ill,' rf J>srnpc side of the ]hlSts. E xtei)8 the [care nw,ll suppwJ7 in the hattanl of .
the trencli. Famen the wire rewiforceinenl, then fahric Lin the upslope side of '
talc fence bast. NVire or plastic xip ties should have :1161Mwn1 50 pound U=i Lc .
strength.
5. 14'ilrll a u•im mesh s:IppOTE JIMICC is used, Space posts a nlaNhUoIn 01'9 fist .
apart. Support peals should ch driven sQQUCcly into ills _rRALnd a nullit17LL111 V1
24 inches.
6. I::xl3'a S[1'cr3L111 6LIWT tilb3'hc lw]L}:6 CtYit POS[ c],athIV,, d0eb 3Lat regUiEV wire
niesh support Ccnvx, ticcLmJy ras[ci: the wilier l3t,ric directly lu posts. wire or .
prasiil;Ap 6s sriould ha,c minimum 50 pound [c nsilc sllc5l{'111. . . .
8' max stardexd g nth fmo c L,,th
u r9m extra srrerc�rh,.i,,,.L wit[wur
-- - - g- . ai';r_V V.alai
._...... _- _.. r.T.-..,lr._t!.,...•.,.•.,,••,-
,..
Figum 6.62a I:,slg�ntlon deter! -J.sa a '.1.ner1..i1.
The Slicing Method
3 1- 1'�r sP.,,cNG.
N _
lV
,rr= . w, ,w" uo-a '
FDsl jY11gA
117 /.
/
/ / / -
/
//%j��1/
/
\
�lti\j� j tj/\\
/ / r•,
I f
\-
'♦
\ \
i,\� ///
.
\•. \ \
/ti, \/�\!\
\ \' \
/'�\// J ; \i �i \/\'
/ / /
J4 / / /
\ \
/
/ /
\
/ /
1
\/\ /
e ` , // j�\
.
No mum than 24" ofa 30 fabric
is alip—el above ground.
m
d,I
d, :
J, .
W1-i
ATT Cllk1EM Dr.T.VLS'
Na • sr 1 r '..ern U VD cq ws S.RI 8'nl rob<z
f>4, Sb KT
• rnril'ra, Mir' lie die 1 ,IiW hee„I.'
.
n hnlm .I 1ow
l'.
• Ken each Ke o I ni ant 1' hlen aB er . pea t -
9 O
else eves Lies laors;a eon wee.
Rat or 5ii; fare
act u i n c 1 a [cd acLJ i i ncni. an d s--.,tahl s] L f i rtal grad ing c 1 c valious. 11.,E
i.^.s!Cll�
n'
]n,uctr, ra5i.]llc 'i1'L]`iuletiW'CCk]L"ll ilcrss•,ndscaat L_Jn^fix ,rester _
l 1s � a da s r. ., anew { ] 6. CL m act the: area ra per[ •and st:thiliecd it lath •roundcL ace.
lillallltei'iar3Ce 3 p} = 11 P P} 7 _ _ c,•,rl.,x::..r, - 3•
rsinsall ucv3rt, to sec 3] any �nsusn aruvina „i�brluw i.IL riprap has [rikan pia::••, ........., rut=x:
nr ]1 buanes Euvc hcdil dislns!,cv. Inuncdiatcly make all nccdcsi repairs tot.................................. ° :w>=•
F r
1 • 511 e lL.e I
'e" C sL�.•� , , / urn ha LLl I[71CI5;1[ Ir;l.[ cLkly and aihv cac11 bis=nific;lea -� Inch Lr rralc€s
[,rbvdn[ fitrthcr dnnlagc- Malflt2E"iailce } _ - [ s, �_0(� f g
rtialfalL rvcr5l. Clew t3,c nosh wire up'any debris or other oh.jecis io piovi:[e __ c
adequalL Finn' for slLb,equenf rains_ take care not rn,[iEni,,V or ur:dercut the TK.,.,;':- ::?(:: - -- :;'^v�.�...
wire nxeli Jurint, srdEnlezlt ren7L11•a1. Re place stone as deeded. }
6.20 .. ...
��z• •
--r 1). y
GDmp.a,Ctep soil 2'
j+c min I. -I
x'Y-- i,l - hL lC,„kJ t;r bL, S_a,ng Cl�]aL
-- n,'.1 I'. I I ,,. r '. "11'.I Cr,rrCA,�IFK� VV 4t 1,',10; .
'.`:D:ot - ew, s nc,T cloc,& tome' because pf-rcuoltci CGYn ac IOrl
a"J P rf p
Fig— 6.62b Sehemal:es fee using Lhe slzmg rrrthod to Inslell a seuur, nl limps Adapted from SA FefK':• Oil WcAs
7. E= cavate a ;renew: approxiislate ly 4 inches wide and 8 inches deep along
1.
.;•;"�^''- r-�- - -^- the;rnpilscd1uu,)I posts a:ldup.,lopcfront talcbarrlcriT-u ire6.62a).
:a; -:i ;'!' _ ` .':,..- 18'• min_^" 8. Place 1= inches of the label: along the bottnln and side ilr the trench.
.:;::.
IIII�fIIII • III III —flu Ili - o. €]ackfill the trcn:h willi soil ]aced over 111c filter fabric and compzxl.
- i - lli ll rt I E E iilt f^ /��� t IlC,MULh CUrilp:l 11L,1: L!Fthc backfiSl is rit;cal [e, wince IxrfeSrrtlttnec.
-- 6, tyr71CaI-••--�••I. ...
I0, Do 1 of all ash Il 11oI'rubr is fu cxi8li I;g lrccs.
dour- 5.209 Tonoararyoa:thdn dw,,,,s;dn&kn SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
n,tcsd of aaVava[in? a trench, plrt6nn fabric: add ;had ba kfIUing tall},
Coarse aggreeale ,cdinunt fcncc ma} bQ inAalLcd usilig special€y dcsiLjncci cquip,r1QJn that
3a *flax t inserts the fahric into a cut sliced in the ground with a disc (1 1glJ fe 6.82h3.
18' MLiD �y� Installation I. I he? seal c of both end po,1, shou3:.l ;,, at Eea,t Lille• Rsnt higher than the
middle of the Finco. Check with a levet il-ileeessar �.
E '-` _ Ili = ] Specifications
i Install posts 4 rcct apart in CriLiCW areas and b lcct apart on standard
_ „� -,Y _ r- �_
Id - w '=iTt- R - I _ i it — II I ..-.�' -�- 11 - applications.
1.��l#tr � ��typlcal �� yp � E I �� 3. fsls[aLl pulls ? ]cc[ uccJp 1,n Shc Llux•3s!rcllns lacier o[ the list levee, and
... L .. 7s catue as possible Io Ih: fabric, L:nahlmg pos[> to supi3int the if3h;ll' 1U317
. .. ... a:1S[TL•tlnl WkIICr l,r[.SslE:d.
Figure 5.201s7errsporary ryrzl, ' di'.•gfsien a-lw faa,.•a wll lasrru 44 {morSTlod fr ,m Ya swcr)- .
4. NsialI pi15i5 pith ihr nipple's 1' vine awrlp ti'os11 [ha sir[ ioN ic-
7, Atlaeh thz fabric :tI @aeh 4s[ with [hrut t;,:g, all 5,aCC'{d w•rihill the [u &
CoilSttuctEQ�l 1- H;l:wvc a:d Aril}rcrEv d�pss put rill rrCes;. f.uats, tutaps, turf vihts nthes:,rthrra1),ic. IL[tachcal ill;e 3iaslunail} 3Sdc rerslhrnugbthc [;7bfC,
Specifications with each pulcture nt lean I inch vertically apart. Alin, each tie,iould he
.. EmloV lhlll (he mirrimUll) VIJIMMVIed eels 'section ❑stets tell dv.wgn pumtioncd to hs;ir on s pos nipiskc- :.;ter ti 1_31-ned to 3,rcVert a;�in .
requircmenis. 6. 14'3'ap approximately 6 :fiches of fabric around tile• rni posts and secure
,1'ith.i lies.
3. ELS511fG' tiler lair lopPl r11,^ di3:e 15 11P1 iCrIC4r 3[ ;lea• j59111[ Shan Ilic 41Cti1$n
dtVML0l; PILLS lhd specified S'.01MICILI. . . 7. No inoie [hall 14 irches of a 36 huh lh:3 bric is allowr,ldbovc ground
I evc 1.
4. NOV idL• su 01u; w311 lQuIll 11:01ltlP di vVxs was ti, pe rani t 17mdiilli• r.L•tifai',i rig and
ck:enuaL, S. -F}sc iussLltlativn should bL: chct•kcd anti rorrcc[,tt loran; afcviations hr[orc
cumpac[icon.
S. V'cu¢[g1c III,:ndL ;,G inuliod-ll C3 .4J es q, in5l:kpiiPi:,.utllC] it l%0I fc1iwiIl 1,11 V, Compaction is 9i[.YIiY Jrlipul'tant FuT cffimivc results. CLanp ici lllt soil
giaac less that, 14 WlL rkiJ[z Jrq's. irnjncJiLltdl ,cal tEl the sill Pence fabric wth [hc front u-ke1 of the via JLIr,
,kid s{ter. or rolls`r I,.wtiine_ at JErlst 60 poullds ptl square inch. compact free
MalfiteilBrtCB I[:sJ1L'e.'i LS"1_]}p[Ir3r)'diversions U[3CCaw1'aef::Jfid :ti tC3'L'1'Zij'ra:Jlf 1L. Enimsxlia:c ly
cpa[reant side timl.;old dacn earth m4,E twvite far;s heal Of4 trip,.
fejnokY sudimen[ ILI-um ENO slow w,---: and ftpair lhrdivctsiuu rkig.e. Carcfu'ly
eh"olnl,Z;UiJ ov.ikC tlrmti:' SCplulss aS JICCJcJ- ll'15C?1 rho afie4-;vuleCILM is Maintenance hisp— sedi-ant lcnce5 at [cast []lice a lviz& and aflereach 3snifall. "AAcany
Nruiancntly a3bi3;lcd, reo:un- r}LU ridL,C• and the charillL'l to hlcnu ,with the rcyuirod repairs on Diediawly.
llalurlp VIOLIL5d ]rvcp aJtd spllrt3}rrku:eA M.IJh31ii.,: it. -
- l s
Location:
64
f
. .
.. hem Asswrioly .
.. .
' 'C• Enclosure .
■.
PERSPECUVE.VIEW. .
-tVnentry
Pi'C E,¢ PVC L[t,Gw PVC v`cnt rs[hc` slat ,cL'
d \ P1Pc , Fv-Pipe
Y : _
schenuie 4, r .
av[ YcC PVC Pine- P'JC P,px � PVC Tcc
,, kimg i, . G,ii'c . .
u„d1rs,Jc FLcx �EcPFate
14it L
t a .
END VIEW FkQNT VIEW
Figuto 6.1i4n S:Jwntim w a :x:nunal, l=t F t?r:ii,,y?iiklJld F:rsl5:on ano S6o:rem PazLwion CoflsoF 1Asn Iu4!, . .
r,=a I_:(*[). .
Plug Yaw I'I I'' Itl
.
Ir,Aosv { .
5•rUel lfrat I .� c
:.�i{ ,. ,
,t.
,tLu
art}'% . ]�;. r.: I}�.i',/� ;ti
i ., tie' i•] a : ti3 >31;j::i )tSig'� sy,
Ltl
-.-
i• ;; ; r6.1�:A r T.
>.. }_
,:' ' r; . 5
1 „s ��
•,r i ,/I
;r
: ,j,
''f. V"
1f
�,
1
i r r::3 Ass :% .
`'r,•
l ! ?'^> %, ids 4 . E:tLarc,•ar,e7'
. .. spilfxcy
2; ;;
3 .
..
?r44f bwir--:-,'t,wo 4:C O, :off".
top °i 1 ixeiPC SFilleny o,i�,:lr i7h ..
i' Free rd Frnbdeknent
YnfSaw Bai`i3cs /
sir-JC::I!'� E .. •
..
I I$
:':: :
•�S' :D`5:(( 'r)' ''Gi}•. 1s,,�.+nyerr sc"...on of
v'•L 1
Fi] cr to rip s .jj •�
5e4irten3 Cross-SCetign .
slave3 z: xer .e
View
rigwri 6.EAi Lpcerl:plu Of a rw6:nnal bairn vvitri a skirnnlor ca-'t'rl afl� r:fiicc ,cncy 4F,1i5,•ap'.. Frame Por:1:s�[Y4 n a.
Cfosior%a ie" rS oifrk-fil 51o]lu;lUfl C, Nntf(A malnaaL. lzwch• 2D17d. ..
Construction 1. i lraLr.-,f,h, m)J a:rip, k,t:ucA 5k+,i lllc cl::?w,};5;!er:la,r Nil ley 1ti1,41:LLJ
: ;MILL. RV4114 a a43 s 1 fa v 11 � „ia'l; nns I,i: l aum Lu::s urn: ,a .c ne3-- ...
Y. s +,
S 2C31lCEI Of15 .
and s:. cis Ake L; di»ale of iL r,, mri•:. 1iaul al. v.._uc sable nsa:mial la the
P P i ]
J pI411:v JiSpug:LE T,ci,. i'I'.IW cell:J> eel-' $VLLE�LLIrLLI CPILIW] 411V• x4:ca tr,J:
'-;EL ups needed .
_'. Llliurd 1h3: till :=Lelial Ji11 n;c ulnbe:aknlrn: is Jiz of rains, -Lx ty .
,v=,vw;wjA , Lila, :Ew eraser, :old ahrl ul:j til'-,abh rnn[criaL. p?:,vv, il[v fill ill .
liils.J1JLI,i C%Ccdu9il\ILL•g,dlldE rLaC[:i[iLfti ]llpa:til. Ovcsfd[El:c:nlbaal:nirii;
B indws :., also,:' w, ,ap{l?er mn-
1 S::7frc.•:!,. bcSih LP J1,,!,pcd if:,i J iaw'm,,:u. Irrc, 15 hr a km, hlin_:, s• a ic, .
fruit sc{ L3; w, is Lo thv JUW by 0xcL,va1i11g z s11ai1ow� In l 4u'r&F flit 5hil r:mcr "r .
or P: ;;,+f,ig a 14.:v xupJSdrl u:oJrr :I"- 61.%PI:li" L,E Y,,.in • �r Iiln bcs. .
4, lllaw 1h_ I%m d l L}Jli�tiny 4-inch 5.ILL,duJ: 4 d 3, VC11 ip•'],ln a firm,--ii.h .
16 tllzJd!i-0A o' Elupclv[au, SO:J. Lk, ]uL L•SL1 ,,milers nlyJ_rial sLwI as s:r.!d, .
tarsa[, 11 c:rs]:c41 =,,:n• 415 115a:[1ll :„r1lslLcS U,_• pilx•. purr d:c Jii! nia:c:Ejll
afo«LLO the pipe s[,il!s,•ay in 4-kach saye,s a,ici vuntpaci k: und_f am-L xruu,sd .
the pips t„ al LVIIJ tiw- . u,, 4r:;,ii)' u, d,r a,tj, Vr 1; e=a3,:::Lka1_s, L-W V a,css
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.cul,par[inr. umakr Jh.• pim h,: :orris, .
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aerUz• G10J 5lllE it wit;, r o9sLrLL:fi;J„ cqu;pn LL•rIL, [1, 310 r:.•ac wwatc Fbe Pip: � .
.p:4LJI be _ia L::FI,d by CWAII1; A L[T[a'[L Ihruvbh du: dad: tired IL•sc cJLLLv nluurnJ . . .
is 0"91RIrIa. .
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j,]iltt al U:c inter o lh. ham,J 3,;N. ?sul L:4 L.I.r?:03. r m,'EV J m Io iver. pip, .
anti heal Lwil tht• ski,n::1r•.:Lvn LL: rs ,Evaled [sk:All s jyl t :- 33r suer IL.:in;rlL . . . .
a ro,>- in :doe si.iaunet ant: an, kv r1 is [he side of :he.E,asiJ;.'O? s kill be vi d .
,,,1L Ike sLilail- o lf,e side f°JLM; LLLr:u, ref_ Lars L -
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- .err •nss,bl • I1Lr a 11J s _LLL us „Lscaled d1 > 11• Ln des, •a mddl ' J gas
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:nits_ Ian :h of die S•!Mkls ' ,rusti x . . s s krl:urs„ lac dean ,l_:r x'idns sL'C'i:,-t ,
S s 7, 3, f l L. .! .
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p
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..
41Lcf i'rc.udl`>f iiurr f7 i:,uf:f u:.4 4'oa n, e.y L„]:i {)drf.',11, r,.ra Yhai i.
9. 31—;on ei AR,l---Clea+inn•E 11W M:LLGIarC parr t3:a; ell: di5lkrhCti arVa iF
,
[LLitlinliLL'd. L.4 L..... zJ;7]:'G 1}I[s': .:4v'a}' IrUL:t i>
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uhl rn,vl:,eel 1 L141L• [Etc .4 c.l is clra::ed. 1Ls E?[r [E:C c,nClfssx'} ,I 1L Lx'
i.
sL IF a E, • di i''•h a • u uv' ; -err of 'e -i a' crl >-.'l�lnc:l[ aJ J l yr a �.. LL V., b r. [.t. al ll, rl.riv 1l
3 f
Spillw2,v Ilu)lcJi:lwl}• sItcl tL%lts?UI:lisdl.l3;cicl-k; vc : S,.a7%2G1',%eNli:'Wi,m+ . .
10. 11r}La11 ;m ,us [,silks :,,c 1rLf LNI Lu PEII 3 I ('("', lh.+:x ,';, rjlr
E
,a
t - ,] lL'r .^., life SCd„];Cs1;- `1 ili:�.'LI] • ,^.. :f �L• Lein [%]:1:Lli•113 V' S: t•L.,I.0 I I 1 a
f b '
r h• s '[ '].L•.c-J:r•••r: SULL'1•' .
r ,µaLL r ..11 a:'l'.-rr and a 1 il:a L.cyla ...4 >, ,.I Jhr arcs W
.-I •ud "a ilr • 'K ,m 1 : , sv - .. r v h L ,w L.a,In .rL•�s sld x:nhilirs: ,ru c3 kscfrn•JS L•g: .Sre-6x-e
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Maintenance k n
(,m, EuIJ-- Lth •;H.) rams, _ :• z '• Ld era;: -Lilo--' `la!v. •„rn... . ur • G� , .r 1 l aJla K.L c l 1 p
scd 11 -. .Lug. ,,:{w: ill, basis, LLl Lis iva 11.. L,1..utsaoa. Ill , 11 ,rd::n 11
.,,
..ce;n:ulrin to one na r ,..c ha:,hL o- Lhc LIT:: bz]re. Pull the saJ::dixr to
.IV lid- so n•:,: dr.. • IiI«rnl a:a&-edLn h •Jo v' Led. 1'.•• Ic dLV ..
scdimear torn: s:w tnlow iasillna' [ Ll9[ Ull'W J IILr 5`;nurc: a n:first celt.
N - ..
ts}.r au: c st 'a:�li4u1 •' not, iu it 1E5:: tr;IuuJa 4 ! ifw k�sis: ;!ar•i vial 11s;A Ja -a
the stEs:sls.tr.
- it d,: harll,.s if Ihe,' a J,,411" d. 3c•aluho, :hc EraElks if task•: is ~oral
ilinung ur;icmca;h o: ar,%nG:L l4cin.
f h, ak-nWl as ,-i. ul4'ti u will r,.ab .Lid warn ,a at ace i:: the :e, u. v v ;akkuit err LILc rgn' u;IL in,lkc the s1 iiILIPr r b:1h up;md delwn :old 4[ [udg::
dLd doicis and zrsaue flutq, Ifthis due 3:,1[ 11 Uk, J,aII lhe. skinllnef OtV1 [0 . ... . .
�: of l?:r i,asin cuJ Ad:adnr Lhr Cr[u i;, Alw cLud.:J;c iri;i:L• ErUidc [?:r
.,,,,,...erto srr [f it 3s,aujL,� • VJ; iC.1 [rrLhrrc Ii:e &II:'s. . .
]: th C 13,i:n:i:cr urns or barn•] }»pc is :;oggal, i Il: wifiec vNi. bs. wm"LtJ w),[
siic I'L15MMt 14:11 VkJA 1611'I LL a 41J-�I Lbef'S,:pike of by' J1 uiE, i rig IRLL 11=,. llc ..
gi+rc lvld : cpl ice lhv o: EJ is e lie G,:c I G§,s;l i;ninsg ;hc .,I, ins rer.
[-hwS} Ec 11w row) lintt: spiiF•vrn' fish c:,alagr and lnmkr tiny in;,:Dn? Lvf>ml, ' . .... .
ailh fabric dui liars *sae full Wi'dlh ;Is EJ,c sp;Jiaay. t 7] xi. [Ere e::3bsrlkn,za[,
sp;llarips, an4i f;:lliel lit: a0S10i; dacae c, =11 wasp., 1rr.- Lsa,.lanlolx•J,: spar
pipinv;Lns uLLIal%vt)t- Aiskca'.i ncrasa:y repairs ilnrcdizldy..I?L:mlvcaI4
.:aih _L:J c dru wa[ a ir,rm [nc Li.:::asrra LL.. Lx E ;,Ara,.
V
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}ncr.1n s- .J.f t:m msu., m 1vc ana::r1 :n life below. SL mr s,e-lal
L •, L 1'
E,rn; uflons sIloWJ 1k [.,.,n u. [Err w;n:rr 1n prrcenl : s,k;nuner iron:
[:IL1t_:riS uilh lee.
OVERLAP
WOVEN FILTER FABRIC
4' c/c
MAINTENANCE NOTES:
1. ROCK WEIRS SHALL BE INSPECTED IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE
WEIR. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ROCK WEIR
IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED
6.5S .
� 1(;= .. .
,7
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ltu'rf latas and t4abu knee, r, uz.j lg is G2;er sb�irnea ret,Mtm,
Da11Ed3 neti,J w be vistal12d ciki Belly ir: oralrf 5LIJIY P41,idL, u,L211 ii•]ICJRS.
,I
]tdl-r ;a 35yurt 4,t,Sa:111r: ll W f,..4svir.Lg i:cy pain h: .
E ll,• EN. nlr rriaLer ial ,:L•cLIS :,, it s, s1 s a.3 s
T well a du 31n;3;•r1I r t „v1:5 1,,tln b ,
.- n
a,,. 3n 4 r b: 1 refrn.3si,^^.: as :: r , s ill : r11::.
Li . -�.•
' :LEDs: :][ L1[;Liru:3 wv,f] vCCL11lu.11c• :I` ,!w lira: ,t!'. �L, ;ins ssuuls be
r ,J i!_ :r4'ra'iAVt,n' El,:411;111,14•3,,,==«.
5'L*port rope Support P*LT.
ro wore so pre- 24'mia �,otiom Stake to stipporl
Yel1r sogying or side wire'
1 .f 11
Ca" mesh o: din ilcr, ste,pled :r
1,rn fled into bai'c,a ar side
FJpure 8.65E Cross-sea0r; a a pamus baffle in a sediment basin. Note lira; j,Lre ss no vier because the ware:
Moir tlr�-Qli vie Lafile nlatblial.
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iConstruction 1.St arc 11 kEU1i:1N LE:SL lrK iiNlti':71 J.: 4 CJ 14411] W t%:: k :Uld lisElIN aldC. .. . . v$pVC:frjGptjQn 2' 131YtJll pttntti„r GPv ilWSeb LIVA6511W Wiv ,th Of she :•dillrenl trap [l'lacliu
1
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'Le ]tall 111a 1 o � i••"-' ti s' •d a,l: 'i . J S L ] al lt• LL v.,. i 7 lLt a ctcgl., ..Gl.-a, . {: .L u,.,.slun:
.. i r � L ..
. rSd fir: a ,ua u. eta ct- all d,- si L,1 Ll ,L. - IvIpL r lu .. i J L. u. Il L } 1 -kusin• kh pof is
.. . . ..,If _ '.5.. ..
d'sofk lath t1:0;;WhGs it arils l ban l by i nrvn L,l...s.,;[kua ilia >;o ftI.Jllts
.1 1
L I I.. :V-1 ssicllcs L 1f S11:1i: 311:':4,p J: 111V:>; l'llll.
.4. Insult[ u: leas[ ['•tree rattyf oIuMCS F.d%V 111L_ 1I11c[ a;rJ ULA;j d;s.haJ};c
„ r, h .
1..' v ,1 ,., •,,
F
zus!.Easlnsl:zJ•;ir._tJrclin::a_L.nla a>:_[,.tl.-�.
.. . ..,. %V11CL1 u ML , ]nuts. aCd n nupJ><vs ,ri,aur a,, e argosy 1La+tops ar the n:rax::e .
1l".: , - L1n1•r•L 1''••ulo k+au>• by-ui n ...
. 4 r.3 JQ.:a v 4, Lk-3 vd 1.lala44 c•':r a:s.`,u5••u
.. .[!:r 1:y, aLu•. }3:Lln:ne, rch:u iuW IJ,c lard,,,:_• Icts 3LJ :esn•E1 us3ct;. TI Iv f_lsnr
.. Si;pulGhavenV� l,,L•.'af>,:cV;aupcnirr_: i,1 lM1: weave., Am., Jar,;;c.Eo xrep: .
. .. I::Lei n $1:P}1}e1 Stu aLLla V. n-ill, tip, rasa, pjfC, L:r-s]aI, Cgs .
r'L, ., -'I... ..t .rss .,.a. a
7. .ss.LLo:a ::I Lc sivt s ., rilic tab: it s.111a,t< a Lint hill... i n a :, L':s:4 ur ,;nun- . s
»'1.F5 k-;:xF: "QV Li,FL can:af ,:soar - sitpJ_�.
:)b a pin" its-• i--b: i • iwr us- • •Ln• i ,, '•-,psi • ]as ill. lx l :J ..vL , v. . s G 1111 + ul J:,tue .v z ,III.
MidrfltenaTICC F,upec3 a ilk's a[ Jean: , nee a Iveol, and ailur en. ll:aiufall. Atck,: Qy re:Ju;rn°- .
......... ..........' rVl3airsilnnwdE;4cJy'. .
;3c nuL_ h, meansLin ;L.rrss Lo d le t.-Li11 s. sl-LIJ I[, lid,:'ic Lri a Iia6 `,V`f.vllaprae. , . .
rear, Ceca,n4-ase.:,: Lvn,N o i:irflecnve, JL•P lun it prampsly. .
Rt o'e.§voiuunl dcpa,ils ,stave, it r:HJlrs h;s3f ail i sa }3;rri:i: isjci(Lctu
.St,Ini Li • 1111 OLc fill the Ll"l min Auld W J 10— 1v:L t,I ::c ,eu 115: 111:1h15. 'Can;
L'2re 19 LviW. dnllld(;IL.'t; 1110 b, fl .s Jul:.^.L- Clealldal. Sedl I'm dc5,[h SJLa1:13
. LLe� , df r�esc.. ruts Lls ilt• .,••S:d SLL: a•,e Ja,Fll. 51
Jdla[pre L.L,.7JI❑!'Ln_ Jiaura .nmal 11-'S IVCcs ux
1
a[1t Snl<,.,n6 rclasib all
tl; ft• 1::aLe:i311 a:xi Ld—[1:e kdu:,pvt,ipE"w,. icing sJl= lava,:, (;,ad:•, ;n:d
S[lorLl:. t}3C ratans nl 'a 5e nncnt fcncc wl,apsc, [vac dCcoltiposc or btcuRlr
Enrllccl;vc, 17CP13c0 it jK01IL]1[I;'.
Rt:lnwtc 5cdElrl m dcposils a3 nLa7cssm, ILL pravids' adequil[c sw:agc volum,:
T1r the Lies( rain and to 1'eduLL: , re39Ur,• oa ;he fence- €ake tale' to il,'uid
L,lidcrnlini,i_• thL> fence dur;ni,, cleannut.
Remove all fi�ncing n:alcriaN and anstallle ,edimcnt depnsits and bring the
area zo grade an3 stabilize it after she cantnbating dfaidage area ha, her_':1
......... I ....,.,I,il;..,.!
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
Owner:
NORTH
AMERICAN
GREEN
OVERLAP
STEEL POST
3' MIN.
,I
r/ .
t t 2" r>,
8„
• HARDWARE CLOTH SHOULD TIE
INTO THE STEEL POSTS.
• IT IS NOT BE NECESSARY TO
INCLUDE STONE DOWNSTREAM OF
THE HARDWARE CLOTH
TEMPORARY ROCK WEIR
STRAW WATTLE INSTALLATION GUIDE
Q
1
in
9" 22.9 cm
.-
1-wit J
DIAGRAM A
3' (0. 91m)
CENTER MINIMUM
> 11
TYPICAL WATTLE SPACING s'
BASED ON SLOPE GRADIENT
-
z1—
1o'
E
1
N
+t,
ILL- (_
IN)I
u
20'-.I.-- -
I��.,� s� a I I I
g" 1 _ -
.-------
I, = 1-
- J < s:1 = I
--. --. III III— I
l
Ir
50'
—9" 22.. cm _ir 11
I � .
-'� I—III=1 I I- I - T ... ...
1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A 2-3" 5-7.5 CM DEEP X 9" 22.9 CM WIDE
( ) ( )
TRENCH ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH.
1. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH
AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.
3. SECURE THE WATTLE WITH 18-24" (45.7-61 CM) STAKES EVERY 3-4' (0.9 -1.2 M) AND WITH A STAKE ON EACH END. STAKES
SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2-3" CM 5-7.5 OF STAKE EXTENDING ABOVE THE
( )
WATTLE. STAKES SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE.
North American Green Straw Wattles are a Best Management Practice BMP that offers an effective and
9 ( )
economical alternative to silt fence and straw bales for sediment control and storm water runoff.
Guidelines are provided to assist in design, installation and structure spacing. The guidelines may require
P 99 Y 9
modification due to variation in soil type, rainfall intensity or duration, and amount of runoff affecting the
application site.
To maximize sediment containment with the Straw Wattle lace the initial structure of the to crest of the slope
. P P/ e P
if significant runoff is expected from above. If no runoff from above is expected, the initial Straw Wattle can be
9 P P
installed at the appropriate distance downhill from the top/crest of the slope. The final structure should be
installed at or just beyond the bottom toe of the slope. Wattles should be installed perpendicular to the primary
Y / P P P P Y
direction of overland flow.
Straw Wattles are a temporary sediment control device and are not intended to replace rolled erosion control
P Y P
products RECPs or hydraulic erosion control products HECPs . If vegetation is desired for permanent erosion
P ( ) Y P ( ) 9
control, North American Green recommends that RECPs or HECPs be used to provide effective immediate erosion
control until vegetation is established. Straw Wattles may be used in conjunction with blankets, mats, and mulches
as supplemental sediment and runoff control for these applications. Like all sediment control devices, the
effectiveness of the Straw Wattle is . dependent on storage capacity.
P 9 P Y
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
1-800-772-2040 TOLL FREE 812-867-6632
www.nagreen.com
PHASE /// EROS/OA/ CONTROL
LOTS ABOVE ROAD GRADE
—
12'X20' STABILIZED
CONST. ENT. FOR
EACH LOT REFER
TO DETAIL 6.06
TEMP. SILT FENCE
PER DETAIL 6.62
y
—
LOTS BELOW ROAD GRADE
ADD/T/ON.4L SIX T FENCE FOI? USE PUKING
HOUSE AZACEAIEA/T
NOT TO SCALE
SEE GENERAL NOTES
Approved: Date of Issue:
HARDWARE CLOTH
#5 WASHED STONE ON
UPSLOPE SIDE OF WEIR
R SKIRT 6" MINIMUM
STD. NO.
00.00
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REVISIONS
BY
Date: 12/03/20
Scale: AS
SHOWN
Drawn: CLF
Checked: DLM
Project: 2021
—01 —08
Job:
Sheet
EC-4
of 4
Sheets

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 grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
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.
Location:
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
SANDBAGS (TYP.)
OR STAPLES
10 MIL
1:1 PLASTIC SANDBAGS TYP.
SILT FENCE SIDE SLOPE LINING (TYP.)
OR STAPLES
(TYP.)
O Z X
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES:
WASHOUT
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 &CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10,
MIN
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP.)
O Z X Q
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SECTION B-B
8
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
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 TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
&CONCRETE 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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
Owner:
EFFECTIVE: 04/01/19
Approved:
Date of Issue:
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REVISIONS
BY
Date: 12/03/20
Scale: 1 1=-30 FT
Drawn: CLF
Checked: DLM
Project: 2021 -01 -08
Job:
Sheet
NCGOt-t
of 1 Sheets

UM93911
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 land 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
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
I. 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 a 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 5 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 ❑nsite
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
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
----------------------------------------------------------------------------------------------------------------------
(b) A phase of grading has been completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
to E&SC measures,
Documentation Requirements
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
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.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
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.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
Complete, date and sign an inspection report.
Initial and date a copy of the approved E&SC
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:
Location:
(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 tmeframes 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 T1 mefra mes (After Discovery) a nd Other Requirements
(a) Visible sedirnent
a
Within 24 hours, an oral or electronic notification_
deposition in a
.0
Within 7rafendarduys, 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 wa ive the requirement for a written report on a
case -by -case basis.
e
If the stream is na rued o n the NC- 303(d) list, a 5 impaired for -sediment-
related causes, the permittee may be required to perform additional
monitor) ng, inspections or apply more stringent practices 1f staff
determine that additional requirements are needed to assUre compliance
with the federal or state impaired -graters cored itior)s,
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, tirne, nature, volume -and
hazardous
location of the spill or release_
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least tern days before the date of the bypass, if possible.
bypasses (40CFR
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 th15 perm It that
noncompliance, and Ft5 causes; the period of rloncorripllance,
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 [4Q
contin ue; a nd steps taken or plan reed to red uce, el im irate, a rid
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6),
0
Division Staff may waive the requirement for a written -report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
Owner:
EFFECTIVE: 04/01/19
Approved:
Date of Issue:
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REVISIONS
BY
Date: 12/03/20
Scale: 1 , -30 FT
Drawn: CLF
Checked: DLM
Project: 2021 -01 -08
Job:
Sheet
NCGOt-2
of 2 Sheets

D
FES 1
STA 0+00.00
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I UT: 773.22 (FES 2)
IB- RCP
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FESI-FES2 PROFILE
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RIM: 771.36
INV IN: 769.66 (FES 1)
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Wilharr Ct. PROFILE
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES OUT
FES 1
RIM = 776.42
85' OF 18" RCP @ 4.17%
INV OUT = 773.22
FES 2
RIM = 771.36
INV IN = 769.66
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES OUT
YI 3
RIM = 752.35
11T OF 24" RCP @ 0.50%
INV OUT = 748.25
RIM = 751.47
SDMH 5
INV IN = 747.08
74' OF 24" RCP @ 0.88%
INV OUT = 746.88
RIM = 750.98
YI 4
INV IN = 747.68
44' OF 24" RCP @ 0.90%
INV OUT = 747.48
RIM = 748.98
FES 6
INV IN = 746.23
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES OUT
FES 7
RIM = 775.86
12T OF 24" RCP @ 11.50%
INV OUT = 773.61
RIM = 765.91
1138
INV IN = 759.00
29' OF 24" RCP @ 0.50%
INV OUT = 755.49
FES 9
RIM = 758.09
INV IN = 755.34
Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A. Owner: Approved:
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GRAPHIC SCALE
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Call before you dig. 1 inch = 30 feet
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REVISIONS
BY
Date: 12/03/20
Scale: 1 "=30
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Drawn: CLF
Checked: DLM
Project: 2021-01-08
Job:
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\`/// 1. Current boundary based on information from �� \ ��\,�� -2j,°,\ o tij \
100 YEAR FLOODLINE ��
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Date: 12/03/20
Scale: 1 , -100 FT
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\ 2. Contractor to maintain all weather drive access for) / I J � tr / , _ _ _�_ \ \_\ ` _ ; � __ ___ , \ \ � \
/ — existing house of Pamela Edwards. / / / / _ / / / I/ i �(I I \ �! / i// / — — ��\ �� — \ \` \\\
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1 \11 113. Contractor to verify use of timber bridges for' /// o oL / ///, //// 1 I I % f f Jul / / / _ \ \\_-,/ // — _ -- \� \��\\\ — _ I �T ,c _
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future erosion control of individual lots. / ( // _ _ �J — / 1 / ` / _740 \ \ O \ I' 3/
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REVISIONS
BY
Date: 12/03/20
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\\//� 1. Current boundary based on information from �� \ \�\`�-2,,°,\ `�6 ` l )
\ �• \ \, _ 100 YEAR FLOODLINE -� .10
\ J \ \ \\ \ \ \\ IV) o aq q
J)�lJ/ Iredell County GIS. Boundary will be verified by \\ \ \ \ \ \\\\ \ �\�� T& \ ^ J — ~ — — `� _ \ ( �°
field survey. \ ( ) I I 1 I I 1 I I II11 \\ I\ a - - / / _ \\\ �, m
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\ 2. Contractor to maintain all weather drive access for) / I J � \r � / _ _ _�_ —�_\ `_ ; � __ ___ , \ \ � \
/ — existing house of Pamela Edwards. / / / / �/ / / / I / i �I I I \ �! / i// / _ — ��\ �� \ \\ \\\
t�1( 9 //// ooU /�/ / — \ \ \ \ \ \\
1 \III 13. Contractor to verify use of timber bridges for' /// o Q- / //// //// 1 I I ! f f )�/ / / / _ \ \\�-,/ // — _ -- \� \���\\ — _ IAPPF�T ,c _
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future erosion control of individual lots. / ( // _ _ �J — / 1 / � ` / _740 \ \ ° \ I, 3/
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REVISIONS
BY
Date: 12/03/20
Scale: 1 , -100 FT
Drawn: CLF
Checked: DLM
Project: 2021
-01 -08
Job:
Sheet
DR-3
of 4
Sheets