NCC240128_FRO Submitted_20240118

e► so 'tea, - r1 Bryce A Stuart Mtlrc &Ming
/i Sidle 328
tID
Single-family Dwelling _ �'• . roc Z7101
Ulan ONS
OrtinSitin Feld PO Box 2511
"" Erosion Control Permit Application Operations 'mot-sr."' NC 27102 25t
Phone 311 or [phone]
Please use this form when the Developer and Builder are not the same Fax [phone]
financially responsible party/person and will be less than one ( 1 ) acre of
land disturbance on any one ( 1 ) lot
Lot(s) to be Developed Information
Site Address _\ °I\' 3 Mf_k__C\ S a.rr1
I V6 ), -3 V\a.n\-( v-e 1` '
Subdivision Name QD‘trOb\l-A0 LV COI Yv1
Anticipated Dates of Construction Activity: Start 1--OLV1 U Completion j u�
P Y
A ())
*** Complete the LOT INFORMATION TABLE for each lot to be developed; ensure that the appropriate drainage pattern type is
denoted. Attach a corresponding, existing platted survey for each lot with your application, please. If not, your permit
application may not be accepted for review. ***
Financially Responsible Party/Person
1
Name: e-V ACk
Address: \ U • PDC) )(
City/State/Zip: n
-e-V \( 1 \\ e ► Office Phone:
CAL \L � Ay-ut LAG n \01t_v�v S . C 0 r' cl
Mobile Phone. �� � Email Address '(1nt Co �
My signature hereto signifies I am the owner/financially responsible party for job site compliance with the Erosion Control Ordinance
as outlined in Chapter, Section 8.4 of the Unified Development Ordinances (UDO) of the City of Winston-Salem/Forsyth County or
Article IV of the UDO of the Village of Clemmons, Town of Lewisville, or Town of Walkertown I hereby acknowledge that the Best
Management Practices annotated on the attached sketch plan must be properly installed and maintained to retain soil within the
constructed lot.
I understand that if the total disturbed area for any reason becomes greater than one acre on any one (1) lot, a professionally designed
and sealed Erosion Control Plan will be required to be submitted and approved before the start of the land disturbing activity on the lot I
further acknowledge that City Inspection's staff may refuse to make building inspections and the Erosion Control Division may issue
Notices of Violation, Stop Work Orders and/or Civil Penalty Assessments for failure to comply with Erosion Control requirements.
V\'‘ c\r\ck &(\ cci‘c-e) f
,./1,)
Print Name of Financially Responsible Person Signature of Financially Responsible Person
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number:

Date: PAGE 1
NOTES AND APPLICABILITY TO LOT DEVELOPMENT
WINSTON-SALEM/FORSYTH COUNTY STANDARD SEDIMENT AND 1. This plan is for lots with an Individual disturbed area of 1.00 acre or less for
individual single family dwellings.
EROSION CONTROL PLAN FOR SMALL RESIDENTIAL LOTS A vicinity map showing the boundaries of the project and access to the site is to
2. either be shown on this standard plan or to accompany this standard plan.
A subdivision plat or plan showing numbered lots and the Limits of Disturbance
3. (LoD) is to accompany this standard plan. The LoD includes lots, access to
TABLE OF CONTENTS Page measures, staging areas, and utilities that may extend off-site.
4. Lots are "Finished", or at final grade. Mass grading with full stabilization has already
1 . Title Sheet 1 occurred or mass grading is not to occur.
2. Lot Information Table 2 5. The property does not contain nor have jurisdictional waters within 100 feet of the
1 Paige Owl lots.
3. Typical Individual Lot Layout With 3 M _ %.'r '"� "' 6. The site is not located in a High Quality Water Zone.
J ; 7. No discharges are allowed into impaired waters.
Curb and Gutter
,I`� 12 I t I 8. On-site vehicle or equipment washing is not allowed.
4 '1 ' " .� 9. This site involves no off-site material storage, waste disposal, or borrow areas.
4. Typical Individual Lot Layout With ,1414
10. All disturbed areas not built upon shall be provided with permanent ground cover.
Roadside Ditches 5 J` ' 'over� L �+� 11. As of April 1, 2019, applicant must apply on-line at deq.nc.gov/NCGO1 for the
5. NCG-01 Self-Inspection I �f� + NCGO1 permit, if applicable.
/ ► 12. The Approval Authority reserves the right to require a site-specific erosion control
6. NCG-01 Ground Cover & Material 6 ;, ! ;' I alb . .> plan to be prepared and submitted for the 15 day review cycle.
Handlingg �' GENERAL CONSTRUCTION SEQUENCE FOR SMALL
iti
7 T Iplr.ww. _ w. RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
7. Temporary Seeding = - ., Ip- ;,., . •
" 11�"''1.` 1 1. Prior to the start of construction, contact the Erosion Control Division to schedule
Recommendations •
- I .'�I;�"�}�'4 ,_. 4_ an on-site preconstruction meeting with the Erosion Control Inspector.
8. Permanent Seeding 8 - f I .4 .,111 2. Install construction entrances(s).
3. Install check dams and/or erosion control blankets in roadside ditch, where exists.
Recommendations ., -
k - 4. Install yard inlet protection and perimeter controls (silt fence, silt fence outlets, etc.)
9. Construction Entrance/Exit 9 �' I' � WI ••••rw • according to the plan. For contiguous lots with different builders or land owners, it is
•. _ �Ik` suggested that each builder/owner install their own silt fence along the shared parcel
10. Inlet Protection 10 .. boundary. If silt fence is not required along the front of the lot due to the drainage
11 . Rolled Erosion Control Products 11 • • layout, the builder must provide a measure to limit access through the construction
entrance. Ensure inlets downgrade of disturbances are protected from siltation.
(RECP) 5. Proceed with individual lot construction.
12 6. Maintain erosion and sedimentation controls during construction.
12. Silt Fence 7. Provide for ground stabilization after completion of any phase of grading in
13. Silt Fence Outlet 13 accordance with the NPDES timeframes table. Persons responsible for land
14 disturbing activities are responsible for phased inspections to ensure the approved
14. Silt Sock/Wattle For Check Dams PROJECT NAME: erosion and sedimentation control plan is being followed. All erosion control
15. Silt Sock/Wattle For Perimeter and 15 measures shall be inspected at least once per week and after each storm event of
PROJECT NUMBER: 1.0 inches or more in a 24-hour period. The self-inspection report, as well as
Inlet Protection instructions for the self-inspection program, can be found at deq.nc.gov/NCG01.
DATE OF APPROVAL: 8. Remove any temporary driveway pipe and temporary construction entrance
immediately prior to constructing permanent driveway.
9. Once construction is complete and all areas are stabilized, remove any remaining
NOTE - FOR ANY PERFORMANCE RESERVATIONS REGARDING THE SEDIMENT CONTROL PLAN (PERFORMANCE erosion or sedimentation controls and stabilize any areas disturbed by their removal.
BASED) OR CRITICAL AREAS, A FIELD REVISION OR A CUSTOM PLAN MAY BE REQUIRED 10. Once the last approved lot is complete, notify the Erosion Control Division for
a close-out inspection.
l.WIMS�P`1NNs l.ARW4 STANDARD SEDIMENT & EROSION CONTROL PLAN
ti

LDaft 1 i?‘
24?) Page 2
I ?UM COMP),CTE ALL INFORMATION FOR EACH LOT TO BE DEVELOPED. ENTER THE DRAINAGE PATTERN TYPE (A, B, C, D, E, F, G OR HI AS WELL AS 'RD' FOR ROAD DITCH OR (C G' FO
R OR CURB AND GUTTER IN THE APPROPRIATE FIELD
I
PARCEL NUMBER LOT NUMBER DISTURBED AREA (ACRE) TOTAL LOT SIZE (ACRE) DRAINAGE PATTERN TYPE
SPECIAL NOTES
154MU -;\ - 0 \ \ \ Vi?) G , \ Lo O , a, vi
iOnti( -• \C\
u._ a c-A,
a , u c)
C) , q dI c)
_ Cip
... N,
Add"CV for curb&gutter for
1 _ each drainage pattern type.
i t
1
1
ih
i
i
H
T INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

Date:
Page 2
PLEASE COMPLETE ALL INFORMATION FOR EACH LOT TO BE DEVELOPED. ENTER THE DRAINAGE PATTERN TYPE (A, B, C, D, E, F, G OR H)AS WELL AS `RD' FOR ROAD DITCH OR `CG' FOR CURB AND GUTTER IN THE APPROPRIATE FIELD.
PARCEL NUMBER LOT NUMBER DISTURBED AREA(ACRE) TOTAL LOT SIZE (ACRE) DRAINAGE PATTERN TYPE SPECIAL NOTES
V
Remove this sheet
and add the
typical individual
!at layout for curb
& gutter sheet.
ArraSam
6711r LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

Date: Notes: Page 4
1. If needed, Tree Protection fencing should
„c., °D° be installed along the buffer zone, wetland
boundary and/or around protected trees,
1 [— providing a radius of at least 1.25 feet for
lt ,I, JJ, each inch of trunk diameter.
2. Install Silt Fence on the low elevation
sides of each lot. Install Silt Fence outlets
n HOUSE ii, I HOUSE HOUSE HOUSE shown on schematic/diagram and field
�Y , adjusted, if necessary, for placement at
low points. If lots are contiguous and have
1.R�,,, I I different land owners or builders, each lot
:::::::::LIiii
• I I u should have individual Silt Fences.
TD-TII _:_._: TD-)-TD) )TD ::. TD-}-TD ) ) TD TD ) C TD�T. .,._.- TD-
EOP3. Install required Silt Fence within 10 feet of
property line to ensure there is no conflict
with septic system. It is the responsibility
E °F H of the builder to ensure the installation of
sediment control measures does not
impact the septic system and repair
F713
area(s).
\ e e \ 4. At least one Construction Entrance/Exit is
7� to be installed per lot.
HOUSE �/ HOUSE HOUSE HOUSE 5. Waste bins and other areas dedicated for
managing building material waste shall be
at least 50 feet away from storm drain
R� ' I inlets or drainage ditches unless it can be
I:::: 1� �,.�... LJ < I . u �:.: 1..E shown that no other alternative exists. If
EOP C TD C C C TD C ) ) TD D C CID ( C TD C )TD ) ') TD this separation cannot be achieved, these
areas must be contained behind Silt
LEGEND: Fence.
FLOW DIRECTION 6. Inlets downstream of disturbances should
be protected; streets should be swept
SILT FENCE when sediment from the construction
DIVERSION DITCH -TD-TD activity is present.
WADDLE/SILT SOCKS 7. Details for Silt Fence, Silt Fence Outlets,
Construction Entrances and other
SILT FENCE OUTLET •=-= measures are provided on additional
CONSTRUCTION ENTRANCE sheets. Erosion and sediment control
details are not drawn to scale.
11/1
f \
'"°M NS TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

Page 5
Date:
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 PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The P
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be following items pertaining to the E&SC plan shall be kept on site and available for inspection at (b) Oil spills if:
performed upon the commencement of the next business day. Any time when inspections all times during normal business hours. They are 25 gallons or more,
were delayed shall be noted in the Inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect Frequency Inspection records must include: Item to Document Document Requirements • They cause sheen on surface waters(regardless of volume),or
(during normal • They are within 100 feet of surface waters(regardless of volume).
business hours) Initial and date each E&SC measure on a copy of
(1)Rain gauge Daily Daily rainfall amounts. the approved E&SC plan or complete,date and (c) Releases of hazardous substances in excess of reportable quantities under Section 311
maintained in If no daily rain gauge observations are made during weekend (a)Each E&SC measure has been installed and of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good working on holiday periods,and no individual-day rainfall information is does not significantly deviate from the locations, sign an inspection report that lists each E&SC (Ref:40 CFR 302.4)or G.S. 143-215.85.
order available, record the cumulative rain measurement for those dimensions and relative elevations shown on the measure shown on the approved E&SC plan.This
unattended days(this will determine if a site inspection is approved E&SC plan. documentation is required upon the initial (d) Anticipated bypasses and unanticipated bypasses.
needed).Days on which no rainfall occurred shall be recorded installation of the E&SC measures are modified (e) Noncompliance with the conditions of this permit that may endanger health or the
as"Zero."The permittee may use another rain-monitoring after initial installation. environment.
device approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC plan 2.Reporting Timeframes and Other Requirements
(2)E&SC At least once per 7 1.Identification of the measures inspected or complete,date and sign an inspection report to
Measures calendar days and 2.Date and Time of the inspection indicate completion of the construction phase. After a permittee becomes aware of an occurrence that must be reported,he shall contact the
within 24 hours of 3.Name of the person performing the inspection appropriate Division regional office within the timeframes and in accordance with the other
a rain event z 1.0 4.Indication of whether the measures were operating properly (c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan requirements listed below. Occurrences outside normal business hours may also be reported
inch in 24 hours. 5.Description of maintenance needs for the measure accordance with the approved E&SC plan. or complete,date and sign an inspection report to to the Department's Environmental Emergency Center personnel at(800)858-0368.
6.Description,Evidence,and date of corrective actions taken indicate compliance with approved ground cover Occurrence Reporting Timeframe(After Discovery)and Other Requirements _
(3)Stormwater At least once per 7 1. Identification of the discharge outfalls inspected specifications. (a)Visible •Within 24 hours,an oral or electronic notification.
discharge calendar days and 2. Date and Time of the inspection (d)The maintenance and repair requirements for Complete,date and sign an inspection report. sediment •Within 7 Calendar Days,a report that contains a description of the
outfalls(SDOs) within 24 hours of 3. Name of the person performing the inspection all E&SC measures have been performed. deposition in a sediment and actions taken to address the cause of the deposition.
a rain event>_1.0 4. Evidence of indicators of stormwater pollution such as oil stream or wetland Division staff may waive the requirement for a written report on a case-
inch in 24 hours. sheen,floating or suspended solids or discoloration by-case basis.
5. Indication of visible sediment leaving the site •If the stream is named on the NC 303(d)list as impaired for sediment-
6. Description,Evidence,and date corrective actions taken (e)Corrective actions have been taken to E&SC Initial and date a copy of the approved E&SC plan related caused,the permittee may be required to perform additional
(4)Perimeter At least once per 7 If visible Sedimentation is found outside site limits,then record measures. or complete,date and sign an inspection report to monitoring,inspections or apply more stringent practices if staff
of Site calendar days and of the following shall be made: indicate the completion of the corrective action. determine that additional requirements are needed to assure
within 24 hours of 1) Actions taken to clean up or stabilize sediment that has left compliance with the federal or state impaired-waters conditions.
a rain event z 1.0 the site limits spills
in 24 hours. 2) Description,Evidence and date of corrective actions taken 2.Additional Documentation to be Kept on Site (b)Oil and •Within 24 Hours,an oral or electronic notification.The notification shall
3) An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the release of include information about the date,time,nature,volume and location
releases site and available for inspectors at all times during normal business hours,unless the hazardous of the spill or release.
(5)Streams or At least once per 7 If the stream or wetland has increased visible sedimentation or Division provides a site-specific exemption based on unique site conditions that make substances per
wetlands calendar days and has visible increased turbidity from the construction activity,then this requirement not practical: item 1(b)-(c)above
onsite or within 24 hours of a record of the following shall be made: (c)Anticipated •A report at least ten days before the date of the bypass,if possible.
offsite(where a rain event>_1.0 1)Description,Evidence and date of corrective actions taken (a) This General Permit as well as the Certificate of Coverage,after it is received. bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
accessible) inch in 24 hours. 2)Records of required reports to the appropriate Division 122.41(m)(3)] effect of the bypass.
Regional Officeper Part III,Section C,Item 2 a of thispermit (d)Unanticipated •Within 24 Hours,an oral or electronic notification
9� ( )( ) (b) Records of inspections made during the previous twelve months. The permittee shall
(6)Ground After each phase 1.The phase of grading(installation of perimeter E&SC record the required observations on the Inspection Record Form provided by the Division bypasses[40 CFR •Within 7 calendar days,a report that includes an evaluation of the
Stabilization of grading. measures,clearing and grubbing,installation of storm or a similar inspection form that includes all the required elements. Use of 122.41(m)(3)] quality and effect of the bypass.
Measures drainage facilities,completion of all land-disturbing activity, electronically-available records in lieu of the required paper copies will be allowed if (e)Noncompliance •Within 24 Hours,an oral or electronic notification
construction or redevelopment,permanent ground cover). shown to provide equal access and utility as the hard-copy records. with the conditions •Within 7 calendar days,a report that contains a description of the
2.Documentation that the required ground stabilization of this permit that noncompliance,and its causes;the period of noncompliance,including
3.Documentation to be Retained for Three Years
measures have been provided within the required timeframe may endanger exact dates and times,and if the noncompliance has not been
or assurance that they will be provided as soon as possible. All data used to complete the e-NOI and all inspection records shall be maintained for a period health or the corrected,the anticipated time noncompliance is expected to continue;
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] environment[40 and steps taken or planned to reduce,eliminate and prevent
CFR 122.41(I)(7)] 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.
A
INSPECTION
NCG-01 SELF INSPECTION

Date: GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Page 6
WITH THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
10 MIL NOTES:
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drippans under anystored equipment. �A PLASTIC 1.ACTUAL LOCATION DETERMINED
LINING
activity being considered compliant with the Ground Stabilization and Materials Handling 0 0 0 0 0 1:1 IN FIELD
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the \ V V / SILT SIDE SLOP SANDBAGS(TYP.)
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The 0 0 FENCE (TYP.) OR STAPLES 2.THE CONCRETE WASHOUT
project.
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated - - STRUCTURES SHALL BE
authorityhavingjurisdiction.All details ands specifications shown on this sheet maynot apply 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous 0 0 MAINTAINED WHEN THE LIQUID
P PP Y > < ` _ AND/OR SOLID REACHES 75%OF
depending on site conditions and the delegated authorityhavingjurisdiction. waste(recycle when possible). 0 0
P g g 5. Remove leaking vehicles and construction equipment from service until the problem 0/0 o O\O`er SANDBAGS(TYP.) &IX THE STRUCTURES CAPACITY.
has been corrected. N-A OR STAPLES MAX. 3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE CLEARY
SECTION E:GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to SECTION A-A BELOW GRADE WASHOUT STRUCTURE MARKED WITH SIGNAGE NOTING
NOT TO SCALE DEVICE.
a recycling or disposal center that handles these materials.
Required Ground Stabilization Timeframes HIGH CLEARLY MARKED
COHESIVE& CONCRETE SIGNAGE
LOW FILTRATION WASHOUT NOTING DEVICE
Stabilize within NOTES:
LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE SOIL BERM I I (18"X24"MIN.) 1.ACTUAL LOCATION DETERMINED
Site Area Description this many calendar Timeframe variations 10'MIN IN FIELD
days after ceasing 1. Never bury or burn waste. Place litter and debris in approved waste containers. �B 17- SANDBAGS(TYP)
\ A AAA / PLASITIC LINING OR STAPLES 2.THE CONCRETE WASHOUT
land disturbance 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash O O C O O COHESIVE& STRUCTURES SHALL BE MAINTAINED
receptacle)on site to contain construction and domestic wastes. LOLL BERRATION
(a) Perimeter dikes, P ) \v V/ > SIDE SOIL BERM WHEN THE LIQUID AND/OR SOLID
swales,ditches,and 7 None 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface waters <O> <O> SLOPE REACHES 75%OF THE STRUCTURES
(TYP) CAPACITY TO PROVIDE ADEQUATE
perimeter slopes unless no other alternatives are reasonably available. _ O> <O> 10'MIN HOLDING CAPACITY WITH A MINIMUM
4. Locate waste containers on areas that do not receive substantial amounts of runoff from A A\ 12 INCHES OF FREEBOARD.
b High QualityWater <0/ > a a'u°MIN.&
O 9 O C O %'MAX. 3.CONCRETE WASHOUT STRUCTURE
7 None upland areas and does not drain directly to a storm drain,stream or wetland.
(HQW)Zones / V V V V NEEDS TO BE CLEARY MARKED WITH
- 5. Cover waste containers at the end of each workday and before storm events or provide .B SANDBAGS(TYP.) SIGNAGE NOTING DEVICE.
If slopes are 10 feet or less in length and secondary containment. Repair or replace damaged waste containers. SECTION B-B OR STAPLES
(c) Slopes steeper
7 are not steeper than 2:1, 14 days are 6. Anchor all lightweight items in waste containers duringtimes of high winds. ABOVE GRADE WASHOUT STRUCTURE
than 3:1 g
allowed No:W SCALE
- 7. Empty waste containers as needed to prevent overflow. Clean up immediately if -
-7 days for slopes greater than 50'in containers overflow.
length and with slopes steeper than 4:1 8. Dispose waste off-site at an approved disposal facility. CONCRETE WASHOUTS
-7 days for perimeter dikes,swales, 9. On business days,clean up and dispose of waste in designated waste containers. 1. Do not discharge concrete or cement slurry from the site.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones state solid waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in addition
7 days for perimeter dikes,swales,ditches, 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. place the mixer and associated materials on impervious barrier and within lot perimeter
perimeter slopes and HOW Zones 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters silt fence.
(e) Areas with slopes 14 -10 days for Falls Lake Watershed unless unless no other alternatives are reasonably available. 4. Install temporary concrete washouts per local requirements,where applicable. If an
flatter than 4:1 y
there is zero slope 3. Contain liquid wastes in a controlled area. alternate method or product is to be used,contact your approval authority for review
4. Containment must be labeled,sized and placed appropriately for the needs of site. and approval. If local standard details are not available,use one of the two types of
Note:After the permanent cessation of construction activities,any areas with temporary 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from temporary concrete washouts provided on this detail.
ground stabilization shall be converted to permanent ground stabilization as soon as construction sites. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
practicable but in no case longer than 90 calendar days after the last land disturbing activity. sections. Stormwater accumulated within the washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters. Liquid waste must be
against accelerated erosion until permanent ground stabilization is achieved. PORTABLE TOILETS pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the or wetlands unless there is no alternative reasonably available. If 50 foot offset is not can be shown that no other alternatives are reasonably available. At a minimum, install
techniques in the table below: attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad protection of storm drain inlet(s)closest to the washout which could receive spills or
and surround with sand bags. overflow.
Temporary Stabilization Permanent Stabilization_
Permanent grass seed covered with straw 2. Provide staking or anchoring of portable toilets during periods of high winds or in high 7. Locate washouts in an easily accessible area,on level ground and install a stone
• Temporary grass seed covered with straw or foot traffic areas. entrance pad in front of the washout. Additional controls may be required by the
other mulches and tackifiers. or other mulches and tackifiers
Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a approving authority.
Hydroseeding• e licensed sanitarywaste hauler to remove leakingportable toilets and replace with 8. Install at least one sign directingconcrete trucks to the washout within the project limits.
• Rolled erosion control products with or reinforcement matting P P 1
without temporary grass seed - Hydroseeding properly operating unit. Post signage on the washout itself to identify this location.
• Appropriately applied straw or other mulch - Shrubs or other permanent plantings 9. Remove leavings from the washout when at approximately 75%capacity to limit
• Plastic sheeting covered with mulch - overflow events. Replace the tarp,sand bags or other temporary structural
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT components when no longer functional. When utilizing alternative or proprietary
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 products,follow manufacturer's instructions.
• Structural methods such as concrete, feet away from storm drain inlets,sediment basins,perimeter sediment controls and 10. At the completion of the concrete work,remove remaining leavings and dispose of in an
asphalt or retaining walls surface waters unless it can be shown no other alternatives are reasonably available. approved disposal facility. Fill pit, if applicable,and stabilize any disturbance caused by
Rolled erosion control products with grass 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five removal of washout.
seed feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
1. Select flocculants that are appropriate for the soils being exposed during construction, the approved plan and any additional requirements. Soil stabilization is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
selecting from the NC DWR List of Approved PAMS/Flocculants. vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. erosion on disturbed soils for temporary or permanent control needs. 2. Store herbicides, pesticides and rodenticides in their original containers with the label,
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved which lists directions for use,ingredients and first aid steps in case of accidental
PAMS/Flocculants and in accordance with the manufacturer's instructions. poisoning.
4. Provide ponding area for containment of treated Stormwater before discharging offsite. HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or 1. Create designated hazardous waste collection areas on-site. or where they may spill or leak into wells,stormwater drains,ground water or surface
surrounded by secondary containment structures. 2. Place hazardous waste containers under cover or in secondary containment. water. If a spill occurs,clean area immediately.
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
1 NCG-01 GROUND COVER & MATERIALS HANDLING
�/ INSP�ONS
�il �w DIVISION

Date: Page 7
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
Species Rate (lb/acre)
Rye (grain) 120 TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Annual lespedeza (Kobe in 50
Piedmont and Coastal Plain, Seeding Mixture Seeding Mixture
Korean in Mountains) Species Rate (lb/acre) Species Rate (lb/acre)
Omit annual lespedeza when duration of temporary cover is not to German millet 40 Rye (grain) 120
extend beyond June. In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre. Seeding Dates
Seeding Dates Mountains—Aug. 15 - Dec. 15
Mountains—Above 2500 feet: Feb. 15 - May 15 Seeding Dates Coastal Plain and Piedmont—Aug. 15 - Dec. 31
Below 2500 feet: Feb. 1- May 1 Mountains—May 15 - Aug. 15 Mulch
Piedmont—Jan. 1 - May 1 Piedmont—May 1 - Aug. 15 Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
Coastal Plain—Dec. 1 - Apr. 15 Coastal Plain—Apr. 15 - Aug. 15
netting, or a mulch anchoring tool. A disk with blades set nearly
Mulch Mulch straight can be used as a mulch anchoring tool.
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
or a mulch anchoring tool. A disk with blades set nearly straight can be netting, or a mulch anchoring tool. A disk with blades set nearly Maintenance
used as a mulch anchoring tool. straight can be used as a mulch anchoring tool. Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary
Maintenance Maintenance cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch Refertilize if growth is not fully adequate. Reseed, refertilize and mulch Coastal Plain) or Korean (Mountains) lespedeza in late February or
immediately following erosion or other damage. immediately following erosion or other damage. early March.
SEED BED 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 rate of 1-1
tons/acre on coarse-textured soils and 2-3 tons/acre on fine-textured 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 raking, harrowing, or other suitable methods for fine grading. The finished grade shall
be a smooth even soil surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage.
Planting is to be done immediately after finished grades are obtained and seedbed preparation is completed.
INOPISI NNS TEMPORARY SEEDING RECOMMENDATIONS

Date: Page 8
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE
SEEDING MIXTURE RECOMMENDATIONS FOR SUMMER Species Rate
Hard Fescue 15 lbs/acre
Species Rate SEEDING MIXTURE Switchgrass 2.5-3.5 lbs/acre*
Centipede 5 lbs/acre Species Rate Indian Grass 5-7 lbs/acre*
Indian Woodoats 1 .5-2.5 lbs/acre* Indian Woodoats 1 .5-2.5 lbs/acre* Big Bluestem 5-7 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre* Virginia Wild Rye 4-6 lbs/acre* Indian Woodoats 1 .5-2.5 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species. See table 6.11 .d *Depending upon mix with other species.
from Chapter 6 of the NC Erosion and Sediment Control See table 6.11 .d from Chapter 6 of the NC *Depending upon mix with other species. See table 6.11 .d from
Planning and Design Manual. Erosion and Sediment Control Planning Chapter 6 of the NC Erosion and Sediment Control Planning and
and Design Manual. Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 - May 1 Seeding Dates Seeding Dates
Coastal and Piedmont for Indian Woodoats and Virginia Mountains - July 15- Aug 15 Mountains - Hard Fescue- Aug 1 - June 1
Wild Rye- Feb 15 - April 1 Piedmont - Aug 15 - Oct 15 Mountains- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April 15
Mountains for Indian Woodoats and Virginia Wild Rye- Piedmont and Coastal- Switchgrass, Indian Grass, Big Bluestem-
March 1 - May 15 Maintenance: Dec 1 - April 1
Indian Woodoats and Virginia Wild Rye Coastal- Indian Woodoats and Virginia Wild Rye- Sept 1 - Nov 1
Maintenance: are both sun and shade tolerant.
Significant maintenance may be required to obtain desired _ Maintenance:
cover once centipede is planted. Acceptable for sodding. Hard Fescue is not recommended for slopes > 5%. Prefers shade.
SEED BED 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 rate of 1 to 1 2 tons/acre on coarse-textured
soils and 2-3 tons/acre on fine-textured 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 raking, harrowing, or other suitable methods for fine grading. The finished grade shall be a smooth even soil surface with a loosen
uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately after finished grades are obtained and
seedbed preparation is completed.
NOTES:
1 . Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used in lieu of nurse
crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density of at least 80%.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
tiv
INS ISI ON PERMANENT SEEDING RECOMMENDATIONS

Date: . Page 9
, •10
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. L•Iaftfo�/oho 0 0p4po ,I'
2-3" Course Aggregate ���;.�:Palk' Q.
Construction: Maintenance:
1. Clear the entrance and exit area of all vegetation, roots, 1. Per NCG-01 inspect at least once a week and after each 1
and other objectionable material and properly grade it. inch or greater rainfall; make any required repairs
2. Place the gravel to the specific grade and dimensions immediately.
shown on the plans, and smooth it. 2. Maintain the gravel pad in a condition to prevent mud or
3. Provide drainage to carry water to a sediment trap or sediment from leaving the construction site. This may
other suitable outlet. require periodic topdressing with 2 inch stone.
4. Use geotextile fabrics in order to improve stability of the 3. Immediately remove all objectionable materials spilled,
foundation in locations subject to seepage or high water washed or tracked onto public roadways.
table.
1 l 1
tin INSPE CONSTRUCTION ENTRANCE / EXIT
DIVISION S

Date. Page 10
4' MAX 19-GAUGE HARDWARE CLOTH
I 4 MESH OPENINGS) 0A0A0A0A0A0A0A0AO
_•y1 •_1 •_1 •_1_•_ _•_1 _ _• 1 • 1_•__
Aril
00,
3' )— =��i
4 . I - =s
NCDOT#5 OR#57 - :To;
WASHED STONE . ..�............. ���. ,-•
iz'i 1. ._._....._......... rso sos
.. . ... ... °.. .... ... ... ' 16" S' r
I
IL,. .,_,. ._,, ,,,,„,„. „_. ._. „_. ,,,,, ,L471
NCDOT #5OR #57 Iv
114. -IVIII."W-' '-'Ll...'"4;"ti:
•11 .is. X . X . X . X . X . X . X . X ,
W'TTTT
FILTERED
WATE' WASHED STONE
Construction:
1 . Uniformly grade a shallow depression approaching the inlet. Maintenance:
2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space 1. Inspect sediment fences at least once a week
posts evenly around the perimeter of the inlet, a maximum of 4 feet apart. and after each 1 inch or greater rainfall. Make
3. Surround the posts with wire mesh hardware cloth. Secure the wire mesh to any required repairs immediately.
the steel posts at the top, middle, and bottom. Placing a 2-foot flap of the 2. Clear the mesh wire of any debris or other
wire mesh under the gravel for anchoring is recommended. objects to provide adequate flow for subsequent
4. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a height rains. Take care not to damage or undercut the
of 16 inches around the wire, and smooth to an even grade. mesh during sediment removal.
5. Once the contributing drainage area has been stabilized, remove 3. Replace stone as needed.
accumulated sediment, and establish final grading elevations.
6. Compact the area properly and stabilize with groundcover.
WF INSP`10 = INLET PROTECTION
DIVISION R�'
�

Date: Page 11
AOverlap Overcut channel 2" Longitudinal
Stakes at �° 6" Min. to allow bulking Anchor Trench
3'-5' intervals '� ((((((�\��'fr,,
during seedbed
irePara
tion
rD
1' � � � i Design Depth I
, w —
rD Check Slots at 25'
intervals
glOr an' r. i
— n r Typical installation
� with erosion control
IiI1I,—I blankets or turf -
reinforcement mats
6"Min. /
Initial channel anchor trench Terminal slope and channel 6"Min.
anchor trench Intermittent check slot Longitudinal anchor trench
Single-lap spliced ends or begin new
!— roll in an intermittent check slot
3" Min. Anchor 6"x6"
Overlap ,----14111111111111111111111101/1 min. Trench
/ 6" Min. and staple at
111111111ftV _ Overlap 12" intervals Prepare soil and apply seed before •trFLOW
/ �= installing blankets, mats or other 1111
Staple Overlaps temporary channel liner systems
411 Max. 5" spacing
Bring material down to a level area,
turn the end under 4" and staple at
NOTES: 12" intervals. Aill
1. Lime, fertilize and seed before installation. Planting of shrubs, trees, etc. should occur after installation. 11
2. Slope surface shall be smooth before placement for proper soil contact.
3. Design velocities exceeding 2 feet/second require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes
established.
4. Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals. MAINTENANCE:
5. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep 1. Inspect Rolled Erosion Control Products at least weekly and
and 6 inches wide. after each rain of 1 inch or greater; repair immediately.
6. For installation on a slope, place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 2. Good contact with the ground must be maintained, and
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down erosion must not occur beneath the RECP.
the slope maintaining direct contact between the soil and RECP. Pin using staples or pins in a 3 feet center-to-center pattern. 3. Any areas of the RECP that are damaged or not in close
7. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring. contact with the ground shall be repaired and stapled.
8. Grass-lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats 4. If erosion occurs due to poorly controlled drainage, the
9. Check slots to be constructed per manufacturers specifications. problem shall be fixed and the eroded area protected.
10. Staking or stapling layout per manufacturers specification. 5. Monitor and repair the RECP as necessary until ground cover
11. If there is a berm at the top of slope, anchor upslope of the berm. is established.
12. Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities.
13. For slopes less than 3H:1V, rolls may be placed in horizontal strips.
'y('JI
I� i 1 INSPECTIONSROLLED EROSION CONTROL PRODUCTS (RECP)
�^ DIVISIO

Date: Steel Post Page 12
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence Wire Fence
Construction:
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 Plastic or
inches above the ground. (Higher fences may impound volumes of Wire ties
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the 4 ` 18-24"
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post. 4 II4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the 8" down & 4"
upslope side of the fence post. Wire or plastic zip ties should have a II forward along the
minimum 50 pound tensile strength. 24" trench
5. When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a Filter Fabric
minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require Wire Fence Filter Fabric
wire mesh support fence. Securely fasten the filter fabric directly to ,i..., /
posts. Wire or plastic zip ties should have a minimum of 50 pound Plastic or
tensile strength. \C—"\.".— Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep Wire
)
along the proposed line of the posts and upslope from the barrier. and Compact
8. Place 12 inches of fabric along the bottom and side of the trench. Steel Post thoroughly
9. Backfill the trench with soil placed over the filter fabric and compact. ..--
Thorough compaction of the backfill is critical to silt fencei. • _
performance. • • pSlOpe
10. Do not attach filter fabric to existing trees.
.
•
•
Maintenance: • r 4 ' 0r
MFn:. .
1. Inspect sediment fences at least once a week and after each 1 inch 8" Min.
rainfall. Make any required repairs immediately. •
2. Should the fabric of a sediment fence collapse, tear, decompose, or 24" .. '
become ineffective, replace it promptly. • • . '. •
3. Remove sediment deposits as necessary to provide adequate storage . • ' • • '
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage CROSS SECTION VIEW
area has been properly stabilized.
UV i
n V;)s
_maim IFAILM SILT FENCE

Date: Page 13
4'MIN. 11."-1 ii/SILT FENCE
Q T
Q Q
' - _ _
t _ _
TOP OF SILT FENCE
MUST BE AT LEAST 1' - -
ABOVE THE TOP OF =
THE WASHED STONE i
T.
STEEL FENCE POST
WIRE FENCE —
FRONT VIEW
HARDWARE CLOTH BURY WIRE FENCEFABRIC ,
FILTER
AND HARDWARE
FILTER OF#57 CLOTH IN TRENCH
WASHED STONE °�Oo I STEEL FENCE POST
09°0d RO No.- SET MAX 2'APART
o�o�°� I MIN. 18"INTO SOLID
ob°Obb2 I GROUND
°��j° Qj°� 3'FILTER FABRIC
I
Q Dcb° b°O °o ON GROUND NOTES:
�o°° ° ° ° o I
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
o8 °oqD° o 2. Stone outlets should be placed on low elevation areas of silt fence and
°0cb�0090%00°0,s�°o based on field conditions.
.....i.° ?o�o�o�o o° &c I
I MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
BURY WIRE FENCE or greater rainfall event. Complete any required repairs immediately.
BURY 6"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
SECTION VIEW 2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
LW INSPECTIONS
6,0". DIVISION SILT FENCE OUTLET

STAKES
Date: ANGLE STAKES TO WEDGE Page 14
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON WATTLE ONTO GROUND
DOWN SLOPE ISOMETRIC
WATTLE i MATTING VIEW
GROUND _ _
I— —III tLIM
�:o, :: TOP OF BANK
fee 9e1:�:: ::ILp., ,. :�:s..
:III=1 =III= STAKE INSTALLATION SILT SOCK/ WATTLE ��• �111_:::,;; ,;,�; '
MATTING I I �!■� ;z;! DOWNSLOPE
CROSS—SECTION ""
MATTIN�� :::�;;
V—DITCH SECTION VIEW \
MIN, 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON C
DOWNSLOPE
GROUND ,O'••0����,� �'�O.Oii`
I 1 `,00•�i�ii •i•i• i.�i n•G�. %IOJ
o uIo wail_.0000' ..; OOODO4i I I I I \ :•.••o•' 34....
.1"M`��!=0!iS!±;1_•_-. =1' USE A MINIMUM OF 2 STAKES ON 4:: 4;:',
1' UPSLOPE SIDE :�.::� ;;.4144 USE A MINIMUM OF 4 STAKES ON
I DOWNSLOPE SIDE
ism:•••.0:•::::;,•o;,:;E i`.t�$:f4�:::Oc:T.:3 1:::i %t ti g::.vi V 0:••4;< ::Xi:S,�•o ri•
-III-III 41- MATTING !....�.....
...... :....
r.•
•w: :. r . .
�i•q:.@.:>�?:� `'•:ionr:•::•:::::x.r::::<; .:r:•::•::r:'.;>:.:•:; - '•'•`• r...p..:�,R
FLOW lq.p�::,q§. w,.1.v :. ''C':` .::14: ,.:.*. DOWNSLOPE
TRAPEZOIDAL DITCH ... <`':..: . .:Kill ' >:... .,.,:::13.
SECTION VIEW .., ',•.:::.>::::.>::.::-:::::<::::><::>:::>:::::::::_::;:: ::
'..:!r•::ir`•;:;•:•;�r4riy.:r::.:1:•::•:.>r::•:r.::•::•:::;r.:... z,,.,�I..�o:•x•::aSr:Q `�13•k::.
Ditch Spacing For 12 Inch Silt Sock/Wattle �o:2y b:�:��
DITCH
Channel Slope (%) Space Between Silt Socks/Wattles (Feet) SLOPE \ \ \ �`� :;:..'
1 100 1 I 1 I 1 y:�;�>� \ \ :;y..°'.• \ \ \ \ \
2 50 GROUND
ill 1 1
3 33 NOTES: PLAN VIEW
4 25 1. Other materials providing equivalent protection against erosive velocities may be
5 20 substituted for use in silt socks or wattles.
MAINTENANCE 2. Use a minimum 12 inch diameter silt sock/wattle.
1. Inspect silt sock/wattle(s) weekly and after each 1 inch or 3. Fill silt sock/wattle netting uniformly to the desired length such that logs do not
greater rain. Remove accumulated sediment and any debris. deform.
2. Silt sock/Wattle must be replaced if clogged or torn. 4. Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section.
3. If ponding becomes excessive, the silt sock/wattle may need 5. Install silt sock/wattle(s) to a height on slope so flow will not wash around silt
to be replaced with a larger diameter or a different measure. sock/wattle and scour slopes, or as directed.
4. Reinstall if damaged or dislodged. 6. Install a minimum of two upslope stakes and four downslope stakes at an angle to
5. Silt socks/Wattles shall be inspected until land disturbance is wedge silt sock/wattle to ground at bottom ditch.
complete and the area above the measure is permanently 7. The use of Polyacrylamide (PAM) is recommended. Apply 2-3 ounces of anionic
stabilized. PAM on top of sock/wattle. Apply 1-2 ounces to matting on either side of
sock/wattle. Reapply after each 1.0 inch rain event.
t
AitiliSilts '"DP DNS_ SILT SOCK / WATTLE FOR CHECK DAMS

Date: Page 15
17- Silt Sock/ Wattle 7- Silt Sock/ Wattle
NOTE:
3"
FLOWZ� Area to be FLOW 3�� Area to be 1 . Other materials providing equivalent protection
y W W Protected W W W . Protected against erosive velocities may be substituted for
. W J W _ = use in silt socks or wattles.
2. Fill silt sock/wattle netting uniformly with compost
12" Min. -------- 2" x 2" 12 Min. --------- 2" x 2" to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sock/Wattle(s) should be installed parallel to
SECTION and a minimum of 10 feet beyond the toe of a
SECTION graded slope. Silt Sock/Wattle(s) located below
flat areas should be located at the edge of the
land disturbance. The ends of the silt
sock/wattle(s) should be turned slightly upslope to
F4
04/ N Oa** ° ` P404/ , Ma'-.— ' prevent runoff from going around the end of the
a ` silt sock/wattle(s).
__ 4. Oak or other durable hardwood stakes with a 2
�� 1=1 — �� inch x 2 inch cross section should be driven
�� — 11= �• vertically plumb, through the center of the silt
41A114Nbt% — sock/wattle. Stakes should be placed at a
- 1I = maximum interval of 4 feet or a maximum interval
Trench into 1—1I of 8 feet if the silt sock/wattle is placed in a 4 inch
Wood Mulch or Compost - ground 4" Min. trench.
To 1/2 height of log 5. In the event staking is not possible (ie. when
socks/wattles are used on pavement) heavy
U NTRE N C H E D INSTALLATION
ENTRENCHED INSTALLATION* concrete blocks shall be used behind the silt
*THIS APPLICATION MAY NOT BE USED WITH COMPOST sock/wattle to hold it in place during runoff events.
ISOMETRIC VIEW SOCKS SMALLER THAN 12". MAINTENANCE:
1 . Inspect silt sock/wattle at least weekly and after
Neach 1 inch or greater rainfall. Remove
'::: COMPOST SOCK INITIAL FLOW RATES
Mulch or Compost lu1 accumulated sediment and any debris as
;: Compost Sock 8 Inch 12 Inch 18 Inch 24 Inch 32 Inch needed to allow for adequate flow.
for Untrenched Socks I.
Area To Be Design Diameter (200 nm) (300 nm) (450 nm) (600 nm) (750 nm) 2. Silt sock/Wattle must be replaced if clogged or
Protected — — torn.
I.I.
Maximum Slope 600 Feet 750 Feet 1,000 Feet 1,300 Feet 1,650 Feet 3. If ponding becomes excessive, the silt
Sheet Flower Me Length (<2%) (183 m) (229 m) (305 m) (396 m) (500 m)
Silt Sock/ sock/wattle may need to be replaced with a I.
Wattle Hydraulic Flow 7.5 gpm/ft 11.3 gpm/ft 15.0 gpm/ft 22.5 gpm/ft 30.0 gpm/ft larger diameter or a different measure.
;p Through Rate (94 I/m/m) (141 I/m/m) (188 I/m/m) (281 I/m/m) (374 I/m/m) 4. Reinstall if damaged or dislodged.
Work Area :■
' 5. Silt socks/wattles shall be inspected until land
APV disturbance is compete and the area above the
Air
SP. measure has been permanently stabilized.
tor) INIIIVISION
snaNS SILT SOCK FOR PERIMETER AND INLET PROTECTION