NCC232682_FRO Submitted_20230906

�`sN•noy�r (t Bryce A.Stuart Municipal Building
tW Suite 328
I Single-Family Dwelling 1ool .Flrstslreet
crtyo wmzmo-Salem Winston-Salem,NC 27101
frnNewce r*mwph Service Field PO. Box 2511
Erosion Control Pe r m i t Application operations Winston-Salem, NC 27102-2511
Please use this form when the Develo er and Builder are not the same Phone:311 or 747-7453
p 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 / r /J
Site Address: I2a l Fl (,clay (� Er.�Ji�SL�r�`!� f 1U� 70 L3
Subdivision Name: r'U1,t tr ek f E ina!`F�5
Anticipated Dates of Construction Activity: Start: n ' jD ', .3 Completion: 6 r c2 g ' 3
***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
Name: bE art-e yl J y k P C ,or-A41`t)t`i-4‘atik_ 9 v .1-"C
Address: qip Ctttr-iCtC.��.Je Cf
City/State/Zip: C iTz / ! Av c 2-2 04 Office Phone:
Mobile Phone:3 —39q (' i/ Email Address: bur ke )U1 e1' ima' I s c dttti
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 sttmitted 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.
Print Name of Financially Responsible Person Signatur o Financially Res ble erson
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number

Date:theilig3 PAGE 1
NOTES AND APPLICABILITY TO LOT DEVELOPMENT
WINSTON-SALEM/FORSYTH COUNTY STANDARD SEDIMENT AND 1 This plan is for tots with an Individual disturbed area of 1 00 acre or less far
s.
EROSION CONTROL PLAN FOR SMALL RESIDENTIAL LOTS individual cnitysingle wingthebn n
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
TABLE OF CONTENTS 3. (LOD)is to accompany this standard plan.The LoD includes lots,access to
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 or the
t con lots.
3. Typical Individual Lot Layout With 3 x - r 6. The site is not located in a High Quality Water Zone.
la• ■ :77 ' : 7. No discharges are allowed into impaired waters
Curb and Gutter
4 8. On-site vehicle or equipment washing is not allowed.
4. Typical Individual Lot Layout With 4 " -I , �9. This site involves no off-site material storage,waste disposal,or borrow areas.
"+ 'q 10.All disturbed areas not built upon shall be provided with permanent ground cover.
Roadside Ditches ''14 .ri 1S _►- f .--. 11.As of April 1,2019,applicant must apply on-line at deq.nc.gov/NCGO1 for the
5. NCG-01 Self-Inspection 5 •"' \ NCGO1 permit,if applicable
12.The Approval Authority reserves the right to require a site-specific erosion control
6. NCG 01 Ground Cover& Material 8
plan to be prepared and submitted for the 15 day review cycle-
Handling M 7 °A �t GENERAL CONSTRUCTION SEQUENCE FOR SMALL i
7, Temporary Seeding '
,� r »k RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
'"�-- =� �
s ,. 1. Prior to the start of construction,contact the Erosion Control Division to schedule
Recommendations ``�. ---4--,,,,._ l an on-site preconstruction meeting with the Erosion Control Inspector.
8. Permanent Seeding •
8 = • f, . 2. Install construction entrances(s).
Recommendations . 3. Install check dams and/or erosion control blankets in roadside ditch,where exists.
`'C, � ._ ,�� - 4. Install yard inlet protection and perimeter controls(silt fence,silt fence outlets,etc-)
9. Construction Entrance/Exit 8 according to the plan.For contiguous lots with different builders or land owners,it is
- 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 tront 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
13 7. Provide for ground stabilization after completion of any phase of grading in
13.Silt Fence Outlet accordance with the NPDES timeframes table Persons responsible tor land
14.Silt Sock/Wattle For Check Dams 14 disturbing activities are responsible for phased inspections to ensure the approved
PROJECT NAME erosion and sedimentation control plan is being followed.All erosion control
15.Silt SockMattle For Perimeter and 15 measures shall be inspected at least once per week and after each storm event of j
Inlet Protection PROJECT NUMBER 1.0 inches or more in a 24-hour period.The self-inspection report,as well as
instructions for the self-inspection program,can be found at deq.nc.govMCG01.
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.
W STANDARD SEDIMENT& EROSION CONTROL PLAN

r �
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'RV 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
q 674)
{
LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)
wasp

at Page 3
Notes:
,s/D
i��� A" "B` .,0., .D. 1. If needed, Tree Protection fencing should
lir be installed along the buffer zone, wetland
boundary and/or around protected trees,
providing a radius of at least 125 feet for
,11, each inch of trunk diameter.
2. Install Silt Fence on the low elevation sides
HOUSE ir 4N01sE 4 H0 � u N0USE of each lot. Install Silt Fence outlets shown
on schematic/diagram and field adjusted, if
U �Vilt
necessary, for placement at low points. If
timlt1i .
lots are contiguous and have different land
L, - ,�,, owners or builders, each lot should have
' ROADWAY t ROADWAY ROADWAY ROADWAY
individual Silt Fences.
CURB INLET DGE OF CURB 3. Install required Silt Fence within 10 feet of
property line to ensure there is no conflict
°E" .F I i---; .G•, •H" with septic system. It is the responsibility of
_.116
the builder to ensure the installation of
mg e % % sediment control measures does not impact
`� the septic system and repair area(s).
% , e e % % 4. At least one Construction Entrance/Exit is
to be installed per lot.
muff % HOWE FICIME MUSE 5. Waste bins and other areas dedicated for
managing building material waste shall be
e at least 50 feet away from storm drain inlets
ve .2i i
' L
. ...
HILJ. or drainage ditches unless it can be shown
CM r
::.
u that no other alternative exists. If this
ROADWAY f ROADWAY ROADWAY ROADWAY separation cannot be achieved, these
CURB INLET LEDGE 0 CURB areas must be contained behind Silt Fence.
6. Inlets downstream of disturbances should
LEGEND:
be protected; streets should be swept when
FLOW DIRECTION sediment from the construction activity is
SILT FENCE present.
SILT FENCE OUTLET ® 7. Details for Silt Fence, Silt Fence Outlets,
Construction Entrances and other
CONSTRUCTION ENTRANCE EME
measures are provided on additional
CURB INLET ® sheets. Erosion and sediment control
details are not drawn to scale.
.•+.`... I
r TYPICAL INDIVIDUAL LOT LAYOUT WITH CURB AND GUTTER

7,1 _4(a.3 Notes: Page 4
1. If needed, Tree Protection fencing should
°s• -c- -o' be installed along the buffer zone, wetland
boundary and/or around protected trees,
1 r providing a radius of at least 1 .25 feet far
t each inch of trunk diameter.
11 2. Install Silt Fence on the low elevation
sides of each lot. Install Silt Fence outlets
I ,q,,,E shown on schematic/diagram and Feld
adjusted, if necessary, for placement at
low points. If lots are contiguous and have
■,n. I jJ_
' different land owners or builders, each lot
t should have individual Silt FencesOP -)TD )T G 3TD) )T 6 } TD ) ) T TD ? C TDC—TI" TD�-
3. Install required Silt Fence within 10 feet of
property tine to ensure there is no conflict
v with septic system. It is the responsibility
of the builder to ensure the installation of
® _ sediment control measures does not
impact the septic system and repair
�/' /' area(s).
e e % % 4_ At least one Construction Entrance/Exit is
to be installed per lot.
. HOW HOWE HOUSE 5. Waste bins and other areas dedicated for
managing building material waste shall be
±1
Iat least 50 feet away from storm drain L �'/ e % inlets or drainage ditches unless it can be
1 shown that no other alternative exists. If
EOP —FT DC ) ) TD `a C CT TDC )To-) ) 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_
� v? TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

_... _ ''age S
ii I7a'e,1
7',/) PART II,SECTION G,tTEM(4)
DRAW DOWN OF BEDIBENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre rr mere shall use outlet structures that withdraw water from the surface when these deices need to be drawn down for maintenance or dose out unless this is inteasble-The orcumdau en in which it is nut
bottle to withdaw wares horn the a Mice shal be mare(for exempla,times pith extended cold weather)-Not-surface withdrawals tree sedmeri basins sal be allowed arty when at dthe following criteria have been met
(a) The EEOC plan attt arty has been provided with documentation of the noniurtece wilhdawal and he specific tine periods orcongBorts in which H Wert occur.The no—surfeit.windrawel cabal not cdnmence until the E&SC plan authority has approved these items.
(b) The nee-surhoe withdawal has been reported as an anticipated lipase in accordance elan Part Ill.Section C,fern(20)and(d)nflien pent[
(c) Deenaniirg discharges are treated with cabana to minimize diednaees of poluterrts from stonnwatertat is removed from the seemed basin.Examples of appropriate controls nclude properly sited,designed and maintained deeatenng tancs,wee tanks,and keratin system s
(d) Vegetated,upland areas ofthe sites or a properly designed done pad is used to the extent feasible at the outlet of the dereatering treatment devices descnbed in Item(c)above,
(e) Velocitydespatrc.r devices such as check dams,sediment traps,and rip rap are provided al the diechoge points doh dereatering devices,and
(f) SedmeN removed tom the dewatering treatment db.Eo,u described in Hem(c)above is dsposed din a manner that does not cause depest.of sediment into waters of the United Steles.
PART III PART ill PART ll
SELFtNSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECONOKEEPING AND REPORTING SELF4IISPECTION,RECOROKEEPW G AND REPORTING
SECTION A:SELF-INSPECTION SECTION E:RECORDKEEPING SECTION C:REPORTING
Self-inspedions are regsied during normal business hours in accordance with the lathe 1 Ed.SC Ran �� 1.Occurrences that Must be Reported
below-Wren adverse weather or site condBcrns would cause the safety of the nspection Permrtleee shall report thefolovring occurrences:
personnel to be In jeopardy,the Inspection may be delayed unlit the next bushels day on The approved MSC plan as well as any approved deviation shah be kept an the side.The
which d Is safe to perform the inspection. In addition,when a elamr avert of equal to or approved E&SC plan must be kept up-to-date throughout the Coverage under the penn4.The (a) Visible sediment deposition ina stream or wetland
greater than 1,0 inch acoaa outside of normal business hours,the selftinepectrn shal be tulowsng tans pertaining to the E&SC plan shell be kept en ads and available for Inspection at (le 01 splits It
peotlmed open tine cemmencemeM of the next business day.Any time when lnspectkex al times during normit business hoots. • They are 25 gallons or more,
were delayed shall be noted en the tnepedion Record. • They are less than 25 gallons but raced be cleaned up vtttin 24 hours,
Inspect 'Frequency bipedlot records must Include: Item to Docuenerd Document Requirements • They cause sheen on surtace waters(regardless of volume),or
(during nomul •
baseless hours) They are within 100feet of surface
a waters(regardless of vume).
(1)Rain gauge De4 mortal Dolly nhl amounts. "dal and dale each E&SC meswe on a copy of (c) Releases U hazardous substances In excess of reportable quantities under Semen 311
the approved FBSC plan or complete,date and
maintained in Ifno daily yrangauge obse vat onsaemade during a)Each EBSC measurehas been nstaetl and dine Clean Water Act(Ref:40 CFR 1103 and 40 CFR 117.3)aSection 102dCERCLA
good seeking on holiday periods,and no individual-day reared imormabm is does not shell deviate tom he locations, sph an inspection report that Mats each E&SC
and g y or measure glean on the approved E&SC plan.The
(tact 40 CFR 302.4)or G.S.143 215.85.
odes available,record the cumulative rain measurement for those dimensions and relative elevations shown on the documentation Is required upon the Meal (d) Anticipated bypasses and unanfldpated bypasses.
unattended days(hie wit determine if a site nspectionia approved E&SC plan. instigation ef the EBSC meesorBa are modified
needed).Days on which no raidal occurred shell be recorded (et Noncompliance with the conditions of 1hs pemtt thatmay endanger health or the
as'Zero."The permltee may use anotherran-monitoringafter a>iBal instaUati°n environment.
device approved by the Division_ en A phase of grading has been eompieted. Inihal and date a copy of the approved E&SC plan 2 Reporting Tbnahames end Other Requirements
(2)fEte At least once per t I,Identitcetion of the measores inspected or complete,date and sign an impaction repot to After a permetee becanm aware of en occurrence that must be reported,he shall contact the
Measures calendar days and 2.Date and Time dhe inspection indci to completion of the canalnec err phase.
warn 24 nears of 3.Name Oda person performing the inspectionappropriate Deism regional office within the he e timeam n and in accordance wen the ether
a ran event z 1,0 4 In dice Mon of Witmer the measures were operating proptry set Ground rover is located and neared inInnal and date a copy ofthe approved E&SC plan requirements listed blow-Occumencee outside normal Lustiness hours may also be reported
inch in 24 hours. 5.Desaipden of maintenance needs for the measure accordance with the approved E&SC pan or compete,date and sign an inspevton repel to to the Depanmenes Environmental Emergency Carter pereomel at(800)85Broses.
B.Description,Evidence,and date of corrective actions taken indicate conplance with approved ground cover Occu Reporting Tceeframe(Adler Discovery)and Cher Requirements
(1)Stormmeter AA leael once psi 7.1- Identification of the dtschaoge erialle inspected speoh:tone (a)Visible •yth(n 24 hours,an oral or electronic notlabon.
discharge alenmr days and 2. Deter and Time d the inspection sediment aRabin 7 Calendar Da report that contains a description d he
cutlalleSDOs) within 24 hours of 3.Name of the person performing the inspection Id)The E&SC
meancesures
and seats requirements for Complete,date and sign an Inspection repast., deposition in a sediment actions taker address the cause of the deposition.
al E85C measurae have been porbnned steps Pad
a ran event z 1.0 4. Evidence of indeelors of gommvYd pollution such as of stream or wetland Division dart may waive the reyremont for a written repot on a caee-
nch in 24 houre sheen,floating or suspended sofas ordiscoloraton by-case basis.
5. Indcalon of aside sediment leavng the site •If the sham is named an the NC 303(d)list as Impaired for sedment-
6_ Description,Evidence.and data narrative actions taken te)em-re:ere actions have been taken to E85C Inaar and date a copy of the approved E&SC plan related caused,the panne.may be required to perform addkional
-(4)Perimeter At toast one per?tvisible redmeotation is found outside site limits,then record measures or canptde,date and sign an inspecdon report to monitoring,inspections osappty more stringent practices If start
of Ste calendar days and of Re foaming shall be made: indicate the eonpletan of the comedies Behan.
• mean 24 hours of 1) Adkins taken to dean up or stabltae sediment that has et - determine mat additionalefederal
or requirements are d-water censure
a rein esant e 1.0 the site fasts compliance ovMh the kderal or stale impaled-eaten conditions
inch in 24 hours, 2)Description.Evidence and date of corrective action taken
2.Adntionel Domenentatiieas to be Kept one Sale (b)Oil spits and •Winin 24 hours.an dal err electronic nod'cation The not:cation steal
3)An eapiena0oo an to the atonal:ken to control future In addition to the E&SC plan daumade above,the foloare,g 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 al times during normal business hours uNess the hazardous of the spit or release
51 Sireams or At lead once per 7 e stream or wetland has creasedatsible sedmentttron or Division pmNdes a see exemption based on unique site conciliate that make substances per
)f h m
wellands calendar clays and has visble increased turbidity from the crostuction actel y.hen this requremend not preodoal: (c) beipa)above
onsite or edible 24 hours d a record of the following shal be made. (e)Anticipated •A wolf at leas{con�y4 beloro the date attire bypass,ifp n aihle.
ofisite(where a rain event a 1.0 1)Deecr)nden,Evidence and date of corrective actions tales (a) This General Permit as wet as the Certificate or Coverage,after His received. bypasses(40 CFR The report shag include an evafudon of the anticipated quality and
accessible) inch n 24 hours. 2)Reoords of required reports to the appropriate Diva. 122.41(m)(3)1 effect dhe bypass.
Regional 011ceper Pad Ill,Sedan C.Itam(2aa)oftnn peril (b( Records of inspections made dung the precious Iwet+e months_The permitae shall (d)Unantripatad •Within 2A Hours,an oral or electronic nonunion
(6)Ground Rhs act pheee 1.The phase of gracing(installation of perinea- EBSC record the required observations on he Inspection Record Form prodded by he Osiem bypasses(40 CFR •WMin 7 calendar days,a repot Mal includes en evahretan of the
Stabeoelion measures.clearing and gmbbhp,Installation of storm122.41(n)(311 goal/Nand erkct dhe bypass,
arming, orfa similar Torn that Includes of h the required
paper copies
a Use d
Measures construction
on bunnies,re,completion of er tan ent wound
anti r), electrunicaly-available records n Neu of the requlretl copies w911 be Mowed if e t the co colons •Within 24 Hours,an sal r electrode contains a
constmuilon a redevelopment,permanent gonrrtl carer). shown to provide equal access and utility as the hand-copy records colts the mndtons •Within 7 calendar days,a report that contains a description ofhe
2.Docurnentaeon that the required wound stabpobon of this pewit that noncompliance,and is causes;the period of non compliance,n dude g •
measures have been provided elite the required tineframe 3.Documentation to be Retained for Tree Years may endanger exact dates and bones,and if th a noncompliance has not been
or assurance that they nit be provided as soon as possible. Al data used to 0ompiele the e-NOI and all inspadien records shall be maintained for a period health or ha corrected,the anticipated time noncompliance is expected to contnue;
NOTE:The rain inspection resets the required 7 calendar daynspecton requirement — of three yeas alter protect completion and made available upon request.140 CFR 12241] enviermMM 140 , and steps taken or planned to reduce,elmdnate and prevent
CFR 12241(1E7)] reoccurrence of the noncompliance.[4C CFR 122.41(1)(B).
•Division staff may waive the requirement Er a written report ore case-
by-ease basis.
il.aua■ NCG-01 SELF INSPECTION

D� GROUND STABLf7AT1ON AND MATERIALS HAMMING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE
WIT ONSITE CONCRETE WASHOUT Page 6
1 Malden vehicles and equipment to prevent discharge of lu
(gil Fr/lytj•}Lj H THE NCODt CCNSTRUCT1ON GENERAL PERMIT STRUCTURE iMTH UNER
. ids. NoteE
Implementing the details and specifications on this plan sheet wit result in the construction 2. Provide drip pens ender anystored equipment. b Ale r.enree LOCATION ocraosneca
--_5acuity being considered compliant with the Ground Stabilization and Materiels Handling M„ tit grit ,., n ' INf101o
3 Identity leaks and repair as soon as feasible, remove leaking equipment tom the �._•Aa•Ew as MOE sloe- • • sl-v
settlers oldie NCGOI Construction General Pennt(Sections E and F,respectively). The - r� rcvice li'ry OF STAPLES v z.•HE Toe Carl WasrOvr •
ermtlee shall can with the Eroaion and Sediment Controlplan probed. N• M snoccsuno,siseeee •
p pry approved by the delegated r� �s
4. Coded all spent fluids,store in separate containers and props dspose as hazardous - - NOOF SO OREA rHE ',nsc
authority havngjuAsdtdan.All details and epecdratrone shown on this sheet may rid apply pp M. M
dependng on ste eondtions and the delegated authorty having jurisdiction. :haste(recycle when possible). ugl �� Tee STuor-DRECAPACIru
5. Remove leakingerr tray THE SIRUCTU¢s Ui`ACnN.
vehicles and construction equipment horn service anti the problem I=^x..�^ter sAcoasLr MP.) sr
ST
has been corrected A "'µ1Y1 suss srnuCTuRE wASn rose WAFT
SECTION E:GROUND STASLIZATION B. Bring used fuels,lubricants.coolants.hydraulic fluids and other petroleum products to SECTFON A-A BELOW ORAdrVrA VTE'RV:T4R. +easel),IN acsoit-WINS
• a recycling or deposal center that handes these materials. DE
, Required Ground Stabilization Tlmeframes L,,,,, t u*'"ter
Stablize withinAMN v NOT:P:orACE
this calendar LITTER, MATERIAL AND LAND CLEARING WASTE erne lhi MT,LOo.A,rm DETERNI^EM
Site Area Description +^Y Tmnefreme variations 1. Never bury 'urt4_._� a�ner IN OttD
days after ceasing Cror bum waste. Place litter and debris n approved waste containers.
land disturbance 2. Provide a sufficient number and sue of waste containers(e.gdim ster,trash Y uvwR vnNe uuecuE re vwanocn
P �T1 waver...UOJALL SE MNnranee
(a) Perimeter dates, receptacle)on site to contain constriction and domestic wastes. r l 1.1 seA �x" WIEN THE UOUO MOOR soup
111 qy err ReA1HH1HLie'HE ors:CTNRES
swages,dtches.and 7 None 3. Locate waste Confiners at least 50 feet away torn storm drain inlets and surface welters 0, 'n`o., cAMcm'TO PaowDE ADEOI:ATE
perimeter slopes unless no other eternaive6 are reasonably available. - �M���t la'nsm HO:Dmc CAPACITY roam ecinwua
t i t , iv Intuit son vnr-a,es0
4. Locale waste containers on areas that do not receive substantial amounts of runoff team iF Pi.�r.�At+.
(b) High Oualty Water- ally-R-ICI .wA a co.caerewASNOTT emirnwe
(HCWIZunes 7 Nome upland areas and does not drain directly taastamadnin,stream or wetland. NEEDS TOE CLEAR.,NAMED W'TH
5. Cover waste containers atthe end of each workday and before storm events or provide r.. SAsDEOSlrm i SIoWGE NOTING CEvtcE.
•
If dopes are 10 feet or less in length end secondary containment.Repair or replace damaged waste confiners. SECTION B-B ON s-.wtH=
(c) Slopes sleeper are not steeper than 2:1,14 der are
than 3:1 7 stared days 8- Anchor ale lightweight lees in waste containers during times of high winds. Aaov-urwDE vws�+L UT STRUCTURE
7. Emptywaste containers as needed to prevent ovedtow.Clean up immediately f
-7 days for slopes greater than 50'in containers overflow.
length and with slopes steeper than 4:1 g Dispose waste off-tile at en approved deposal licitly. CONCRETE WASHOUTS
-7 days for perimeter dices,sweets, 9. On business days,clean up and dispose of waste in designated waste containers. 1. Dona discharge concrete or cement shiny ham the tics.
(d) Slopes 3:1 to 4:1 14 deems,perimeter slopes and HOW 2. Dispose of,or recycle settled,hardened concrefe residue in accordance with local and
Zones state solid waste regulations and at en approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3- Manage washout from mortar mixers in accordance with he above item and n:ideation
-7 days brpenmeterdkes,sinks,dtches 1. Do not dump paint and other equid waste into storm drains,streams or wetlands. place the miner and associated materials on impervious tamer and within lotpermeter
perimeter slopes and HOW Zones 2. Locate palnlwashouts at least 50 feet away from storm drain inlets and surface waters sit fence.
(s) Areas vedtatter!than 4: ee 14 -10 days for Falls Lake Waterhed unease unless no otter ahemagves are reasonably evadable, 4. instal temporary concrete washouts per local requirements,where applicable. If an •
them is zero dope 3. Contain(quid wastes in a contruled area. alternate method onprodud Is to be used,contact your approval authority for review
4. Containment must be labeled,sized and placed appropriately 4a the needs of site_ and approval-if local standard details are not available,use one of the two types of
•
•
Note;Ater he permanent case:Ace of construction acisvtles.any areas abs temporary 5. Prevent the discharge ofacapa sdvers,detergents and other liquid wastes from
temporary concrete washouts provided on this detail.
grand af�Aization that be concerted to permanent ground sfidAzabon as soon as , 5. Do not use concrete washouts for devnterilg or storing defective curb a sidewalk
practicabl bis e on no case lortgerthan 90 calendar days a Menthe last land distorting activity. construction ties. sections. Stamwater accumulated within the washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the mead,stable discharged to the storm drain system or receinng surface waters-Liquid waste mug be •
•
against accelerated erosion umfl permanent ground stabilization is achieved. PORTABLE TOILETS pumped out and removed from protect. •
GROUND STAINLIZATION SP£CIFICAT1CN 1. Install portable toilets on level ground,at least 50 feet away from stone drains,streams d. Locate washouts at least SO feet tarn storm drain inlets and surface waters unless it
Stabilize the Bound sufflaenly so that rain wile not dislodge the waif.Use one of the or wetlands unless there is no alternative reasonably available.1(50 hoot offset Is not can be shown that no other eltematives are reasonably available.Al a minimum.Install
leduniques in the table below. attainable.provide relocation of portable toilet behind sat fence or place on a gravel pad protection of storm drain inlets)closest to Mich
the washoutich could receive spills or
• •
Temporary Stabiizatione PrrnanIN Stabiization and surround wain sand bags. overflow.
- Tennporery prase seed scented sidr straw a• permanent grass seed covered strew 2. Provide staking or anchoring of portable Niels during periods or high vends or inca high 7 Lole weehoma ea an easily accesslde area,CO storm level ground and install a sto
other mulches and fiddlers or diner mulches and!loiterers foot traffic areas. entrance pad m tom of the washout.Additional controls maybe required by the
• Hydoseedng • Geallextle fabrics such as permanent rod 3. Hadar portable totes for leaking and properly dispose of any leaked material.Utilize a appmsng authorty.
• Rolled erosion etntrol products with or reieforcement matting licensed sanitary waste hauler to remove leaking portable toilets and replace with S. tetal at least one sign drecting concrete locks to the washout within the project limas.
wehaut temporary grass seed ltydoseedng property operating unit, Post sigrage on the washout keel to identify this location.
Appropriately applied draw or other nauldr • Shrubs or other permanent danings S Remove leavingp tom the washout wirer al approximated 75%capacky to liek
- Reedit sheeting covered Oct mulch overflow men#. Replace the tarp.sand bags or other temporary structural
- thither,and evenly dstibuted ground;over EARTHEN STOCKPLE MANAGEMENT components Wren no longer functional.When utilizing atemadve or proprietary
sulhdantto resbain cession 1 Sh ow stockade laatons on pens. Locate eamthenenateeal stockpile areas at least 50 products,folow manufacturers instructions.
• Structural methods such as camels, feet away tom storm drain inlets,seemed basins,perimeter sediment controls and 10. At lee completion of the concrete ware remove remaining leavings and depose of in an
asphalt or retaining wags surface waters unless It can be shown no other alternatives are reasonably available. approved disposal faa1y.Fit pit,'dappleable,and stabilze any dsturbance caused by
• Rolled erosion control products with grass 2. Protect stockpile with sett fence nstalkd along toe of slope with a minimum offset of five removal of washout_
seedfeel horn the toe of stockade.
3. Provide stable stone access point when feasible.
•
POLYACRYLAMIDES IPAME)AND FLOCCULANTS 4. Stabilize stockpile within the toneframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIOES
I Select toccalants that are appropriate for the soils being exposed during construction. the approved plan and any addlionat requirements.Soil stabilization is defined as 1- Store and apply Aartiddes pesticides and rodenndtles in accordance with label
selecting tom the NC DWR Lisf a a Approved PAAISrFksceulents. vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions.
erosion on dsturbed soils for temporary orpennanent control needs.
2. Apply liocculares at a before the inlets to Erosion and Sediment Control Ideas"res. 2- Store herbicides,pesticides and rodentkNdes in their original containers wilt the label,
3. Apply Aocculants at the concentrations specified In die NC OWR List of Apposed which Asts directions for use.ingredients and first aid steps in ease of accidental
PAMSHoocufants and In accordance with the manufacturer's nshudions- poisoning.
4. Fronds pending area for detainment of haled Stormweter before discharging a16Ne. HAZARDOUS AND TOXIC WASTE 3 Do not store herbicides,pesticides and rodertcides inareas where hooding is possible
5. Stem flocculants nleak-proofconfilners that are kept antler storm-resistant coverer 1. Create designated hazardous waste collection areas On-ske. or where they may spil or leak into wells,stomnvaler drains,ground water or surface
surrounded by secondary containment structures. 2. Place hazardous waste containers under cover or in secondary containment. water. Ita mil occurs,clean area immediately.
3- Do not store hazardous chemicals,dome or bagged materials directly on the ground. 4. Do nal stockpile these materials onsim-
W [tall
imamate NCG-01 GROUND COVER & MATERIALS HANDLING

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
Piedmont-Jan.1 -May 1 Piedmont—May 1 -Aug.15 Mulch
Coastal Plain—Dec. 1 -Apr.15 Coastal Plain—Apr.15-Aug.15 Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,
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 Iblacre straw.Anchor straw by tacking with asphalt,
or a mulch anchoring tool.A disk with blades set nearly straight cal 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 Iblacre. 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.
41)
TEMPORARY SEEDING RECOMMENDATIONS

•
e / Page 8
rg )3 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 Ibs/acre
Species Rate SEEDING MIXTURE
Centipede 5 lbs/acre Species Rate Switchgrass 5.7 Ibs l cre e*
p Indian Grass 5-7 bslare*
Indian Woodoats 1,5-2.5 lbs/acre* Indian Woodoats 1.5-2.5 Ibslacre* Big Bluestem 5-7 Ibslacre*
Virginia Wild Rye 4-6 lbs/acre* Virginia Wild Rye 4-6 Ibslacre* Indian Woodoats 1.5-2.5 Ibslacre*
Virginia Wild Rye 4-6 Ibslacre'
*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. lithe pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 3 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.
ritts
PERMANENT SEEDING RECOMMENDATIONS

Date: J Page 9
Y •
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�t�i�r�at�'`��i�►�'`�� ����i���.�.����,,.s�i� ►i orb,
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wiiimPlq►ilori •0Tiii11Y1111, ielieTalisP•w#w'tb f+wiiftbmf13'41 +..
id111.74-,
� �fe ri r�.r.rO lwrO r,'�v 46f• i i pS ki 'i • ri " .w �a7 L �'.. 'ter.!L-.t_.1 t._L ti. 1.. L 40 • � � a � ��r►
!Y •c.ie iw-41,r.►w0r .r �.•.t 4,. r r r .1!�
6" Min. �'��•i'141 1�. i i • : • w • lal�~1'•!
4" . .-.1-'0.1,.S.Difre41, 1.1"4.1"ilF-14.1PAPZ4P0v. 6
' 47 i tee • i141- e
i+•atez���dio ' ma c&``i'
2-3 Course Aggregate "�i::�:«�::� P
�1l1,SlY
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
„ „�,,� CONSTRUCTION ENTRANCE / EXIT ,

Dat : Page 10
ri,)1(i 2-3)
4' MAX 19-GAUGE HARDWARE CLOTH
(a MESH OPENINGS) *.7..7v.:IF:.4:s.;Fr:a:,r-r�r;IF:11!:�.;T.;Wt.:SP:10:,n1
ft-1 j'1jM:14K1:...W1:1.reit;ItI``r:i.f1gI:I.:-I`1
•:1i ':is
NCDOT#5 OR#57 2 ' '0
WASHED STONE s "f:0
.:/ . .a / . . .:i .'. .:-. . / .'... ..,.:7 1 Cn ....-..:
Wr
:�.:�.�..�..•am Tr Tfal d.TIP If.Ts!.f! !o�dp T��&•rAA''
NCDOT#5 OR #57 ..-:%►.isi:i:�:%�:i:i;i=�:r7%r:%i;1. �i:e
WATE-
WASHED STONE ,._.._..,.._._.._..1.._. .. ,._...-.._._.,-_.._._.._.._.:._..:
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_
LW 9 r1
INLET PROTECTION

•
fq,/ 3Page 11
intervals
Overlap Overcut channel 2" Anchor
Trench
Stakes at � 1' 6'Min. to allow bulking Anchor Trench
3'-5'interva s ,�411plike..-',..,,,
11�`r i_, 1� during seedbed '.�\ preparation - ,� j �� / Deegnbeplh =
N • .4 0 1,
� .r I`!! k.__ 1 H 11-___1intervalslots at 25' fl II II
13/_fL_Ns_ A FA I IF P._4 i0/7. .,.
O.' ('
Typical installation
- -
tidal erosion control
blankets or turf
- reinforcement mats
Initial channel anchor trench Terminal slope and channel ` 5•Nin. ` e
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 xS"
Overlap / / �e min.Trench
/ 6"Min. and staple at
4 Overlap 12"intervals Prepare soil and apply seed before 41111%11"' Ft C N
installing blankets,mats or other
Staple Overlaps temporary channel liner systems
"" Max.5'spacing
T_ _ �� Bring material down to a level area,
turn the end under 4"and staple at
NOTES: 1T intervals.
1. Lime,fertilize and seed before installation.Planting of shrubs,trees,etc.should occur after installation. a
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 al 1 fool 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 pattem. 3. Any areas of the RECP that are damaged or riot 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.
S. Grass-fined channels with design velocities exceeding 6 feeVsocond 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. Slaking 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 lop 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.
ROLLED EROSION CONTROL PRODUCTS (RECP)
1
1

Date: i Steel Post Page 12
. j?/?..11 3 8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence
Construction: Wire Fence
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics. 4 • • '
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 fitter fabric from a continuous roll cut to the length of the m . r 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. 0
4. 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 forward along the
minimum 50 pound tensile strength. 24 trench
5. When a wire mesh support fence is used, space posts a maximum of l
8 feet apart. Supports should be driven securely into the ground a T Filter Fabric
minimum of 24 inches. Wire Fence
6. Extra strength filter fabric with 6 feet post spacing does not require Filter Fabric
wire mesh support fence. Securely fasten the filter fabric directly to
posts.Wire or plastic zip ties should have a minimum of 50 pound Plastic or
tensile strength. Wlre Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep 4 _ 0 and Compact
along the proposed line of the posts and upslope from the barrier.
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 fence • --MP—
performance. • ' . Upslope
10. Do not attach filter fabric to existing trees. • li
Maintenance: '
Min:.
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 CRASS SECTION VIEW
area has been properly stabilized.
UV r SILT FENCE

Dat : Page 13
H4'MIN. SILT FENCE
v v P
3 - -
1
, _, :,:. ......,:::. ..••,- -,,:. •,, ,_-
TOP OF SILT FENCE . .. ,..
MUST BE AT LEAST 1' -
ABOVE THE TOP OF .. . , .
THE WASHED STONE - • - '
STEEL FENCE POST I _ _
WIRE FENCE FRONT VIEW
HARDWARE CLOTH BURY WIRE FENCE,
. I `FILTER FABRIC,
AND HARDWARE
FILTER OF#57 q,.-� - CLOTH IN TRENCH
WASHED STONE �;cY-' I STEEL FENCE POST
'd;.b -- - SETMAXZAPART• •
-
o.so ala I MIN. 18"INTO SOLID
0� GROUND
••10_",...0,-
' • ( 3'FILTER FABRIC
�..���°o�: ON GROUND NOTES:
°�°�o•;:�.o ; II 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
oo$8o�°Q ;; I 2. Stone outlets should be placed on low elevation areas of silt fence and
.gip a°'o%oon o`,b•°.o i based on field conditions.
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.
FILTER FABRIC IN TRENCH AND HARDWARE CLOTH T 6"OF UPPER R OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
F
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.
' SILT FENCE OUTLET

r
D te: STAKES Page 14
^� ANGLE STAKES TO WEDGE
,ry +� MIN. 2 STAKES ON UPSLOPE MINIMUM04 STAKES ON WATTLE ONTO GROUND ISOMETRIC
`n'VlI rJ MATTING% VIEW
%GROUND :: • •.:•„
..:.'
u�arrrrerrrrli . �.i"irrrr" - TOP OF BANK
�: = � 1 �':"":". :•• ■rg i ram■■ MIII ', r
..a■'' d gal •
•
MATTING 1= - STAKE INSTALLATION SILT soar/ WATTLE '`.-,• DOVNSLDPE
CROSS—SECTION �.
V-DITCH SECTION VIEW MATTING
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON '
DOWNSLOPE
GROUND . :• .::. I I III,. .......... u=T:i:;:::K:1:*: ,:,;•:.:•:: :Iiii:I:i;i::;.::a1-....""1" )/ // .:....:::::-...-:':: / /// / 1 !4)
I
' `71' •:'•••- v is =1 USE A MINIMUM OF 2 STAKES ON
'■■!�.!■� •• USE A MINIMUM OF 4 STAKES ON
"1111P"!!!"" _ ITT UPSLOPE SIDE
U�" �7 � DOWNSLOPE SIDE
MATTING � ♦. s;:.
'' , . DDWNSLOPI
TRAPEZOIDAL DITCH FLOW �'` t 4'. .',� A
I
SECTION VIEW : ,,,,-, .
lWattlet. '
Ditch Spacing For 12 Inch Silt Sock
Channel Slope(%) Space Between Silt Socks!Wattles(Feet) s ppH •
ii
1 100 \\\ \ \\
r � \ _ \ \ \\
r 1
2 50 GROUND F 1 I 11 I I I 1Ilii \ \
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 tom. 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.
_ SILT SOCK / WATTLE FOR CHECK DAMS

•
r
qb11/75 Page 15
Silt Sock/Wattle Silt Sock/Wattle
NOTE:
FLOW 3 FLOW 3" Area to be 1. Other materials providing equivalent protection
l I Area to be Protected Protected against erosive velocities may be substituted for
- — use in silt socks or wattles.
2. Fill silt sock/wattle netting uniformly with compost
12"Min.? --.r 2,,x 2" 12'Min. --1.-1` 2 x 2" to the desired length such that logs do not deform.
`V Stakes Stakes 3. Siltsock/Wattle(s)should be installed parallel to
SECTION and a minimum of 10 feet beyond the toe of a
SECTION graded slope.Silt SockANattle(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 upsiope to
<p A Max �O MaX. prevent runoff from going around the end of the
silt sock/wattle(s).
-/ 4. Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be driven
vertically plumb,through the center of the silt
sock/wattle. Stakes should be placed at a
maximum interval of 4 feet or a maximum interval
- — Trench into of 8 feet if the sift sack/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
UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION* socks/wattles are used on pavement)heavy
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 sift sockfwattle at least weekly and after
each 1 inch or greater rainfall. Remove
COMPOST SOCK INITIAL FLOwRATES accumulated sediment and any debris as
Mulch or Compost needed to allow for adequate flow.for Untrenched Socks Compost Sock 8 tech 12 inch 18 Inch 24Inch 321nch
Area To Be Design Diameter (200 nm) (300 nm) (450 nrn) (600 nm) (750 nm) Silt socklWattle must be replaced if clogged or
I Protected torn.
Maximum Slope 600 Feet 750 Feet 1,000 Feet 1,300 Feet 1.650 Feel 3. If ponding becomes excessive,the silt
Sheet Flow—� Length(<2%) (183 m) (229 m) (305 m) (396 m) (500 m)
Silt Sock/ - _ sock/wattle may need to be replaced with a
Wattle I'lydnulic Flow 7.5 gprrdfl 11.3 gprn/tl 15.01I gprn/ft 22.5 gprn/ft 30.0 gpndit larger diameter or a different measure.
Work Area r Through Rate (94I/mtm) (141 I/m/m) I (188 Vm/m) (281 Vrn/m) (374llnvm) 4. Reinstall if damaged or dislodged.
5. Silt socks/wattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
1.11.1 / SILT SOCK FOR PERIMETER AND INLET PROTECTION