NCC240494_FRO Submitted_20240221

„frocanny► (1 Bryce A.Stuart Municipal Building
r+ Suite 328
M Single-Family Dwelling „ 100E.FirstStreet
lk
crvof Winston-saiem Winston-Salem,NC 27101
Fx"ua"cn'uces'ry,�. Field P.O. Box 2511
Erosion Control Permit Application Operations Winston-Salem, NC 27102-2511
Please use this form when the Developer and Builder are not the same Phone:311 or(336)747-7453
Fax:[phone]
financially responsible party/person and will be less than one (1) acre of
land disturbance on any one (1) lot.
Lots)to be Developed Information
Site Address: 11 S ( /i�ia,ak C
Subdivision Name: )f`yn �+
Anticipated Dates of Construction Activity: Start: y Completion: ! Vc9 �7
***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 11
Name: ix t-rrt&_ B U f` E' f`..ov,\5 ru( 4'+014.. co
Address: ( )-O Ca * ,� re)
City/State/Zip: ! e t�(fi Ku G ( ,- � 7)I a jOf_fice Phone:
Mobile Phone: 3 ` 'R 1 ”G Sq/Email Address: 171) a,);((IV tC j IA.c.t,I, co t
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. 1
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 quirements.
tfr (.006(x. :6(4 CO-/T-#152-- p _
Print Name of Financial) sponsible Person Signature in ncially Respon
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number:

Dater/�� ,� PAGE 1
{ J`-'-( NOTES AND APPLICABILITY TO LOT DEVELOPMENT
WI NSTON-SALEM/FORSYTH COUNTY STANDARD SEDIMENT AND 1. This plan is for lots with an individual disturoed area of 1.00 acre or Less for
EROSION CONTROL PLAN FOR SMALL RESIDENTIAL LOTS individual map
faro the
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 t 5. The property does not contain nor have jurisdictional waters within 100 feet of the
ii s.ia c. P
re, . S , lots.
3. Typical Individual Lot Layout With 3 r _ w' _ ..__ 0 The site is not located in a High Quality water zone.
t .,. a\ xi t 7. No discharges are allowed into impaired waters.
Curb and Gutter i. 8. On-site vehicle or equipment washing is nor_allowed
4. Typical Individual Lot Layout With 4 " ti -' 9 This site involves no off-site material storage,waste disposal,or borrow areas.
10.All disturbed areas not built upon shall be provided with permanent ground cover
Roadside Ditches ?" =-r- 11 As of April 1,2019,applicant must apply on-line at deq nagoviNCG01 for the
5. NCG-01 Self-Inspection 5 • ;°- ^ ' NCGO1 permit if applicable.
12.The Approval Authority reserves the right tc require a site-specific erosion control
6. NCG 01 Ground Cover& Material 6 f - 304•- I plan to be prepared and submitted for the 15 day review cycle.
Handling .,.4 • GENERAL CONSTRUCTION SEQUENCE FOR SMALL
7. Temporary Seeding 7 . .,;�, -,r-,..+ " -_: ;1. ,- RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
Recommendations •
"'"��1' `�.�� 1, Prior to the start of construction,contact the Erosion Control Division to schedule
an on-site preconstruction meeting with the Erosion Control Inspector.
8. Permanent Seeding 8 ii .. 2- Install construction entrances(s)
3. Install check dams and/or erosion control blankets in roadside ditch,where exists.
Recommendations - a,,' :� Y 4 Install yard inlet protection and perimeter controls(silt fence,silt fence outlets,etc.)
9. Construction Entrance/Exit 9 • _ according to the plan For contiguous Mots with different builders or land owners,it is
10 2 -. * suggested that each builder/owner install their own silt fence along the shared parcel
�.I riot Protection d 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
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 for land
disturbing activities are responsible for phased inspections to ensure the approved
14.Sift Sock/Wattle For Check Dams 14 PROJECT NAME' erosion and sedimentation control plan is being followed.All erosion control
15.Sift 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 wet 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.
I}ff
STANDARD SEDIMENT& EROSION CONTROL PLAN
1

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'CO'FOR CURB AND GUTTER IN THE APPROPRIATE FIELD.
PARCEL NUMBER LOT NUMBER DISTURBED AREA(ACRE) TOTAL LOT SIZE(ACRE) DRAINAGE PATTERN TYPE SPECIAL NOTES
is
LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

•
M Notes: Page 3
•a• s" °c -o•• 1. If needed, Tree Protection fencing should
7 be installed along the buffer zone, wetland
® Eir boundary and/or around protected trees,
providing a radius of at least 1.25 feet for
I IL
each inch of trunk diameter.
2. Install Silt Fence on the low elevation sides
11' HOUSE 1.1' ,j. HOUSE 4 = HOUSE HOUSE of each lot. Install Silt Fence outlets shown
on schematic/diagram and field adjusted, if
•
:;: necessary, for placement at low points. If
`w' u1-__.!!:
.1 �J ; ;u lots are contiguous and have different land
MG LJ _ , , _ r , owners or builders, each lot should have
ROADWAY ROADWAY ROADWAY ROADWAY
individual Silt Fences.
CURB IN_ET EDGE OF CURB 3_ Install required Silt Fence within 10 feet of
property line to ensure there is no conflict
.F" "0° H with septic system. It is the responsibility of
so the builder to ensure the installation of
I4777 e 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.
5. Waste bins and other areas dedicated for
, ;Si %
::: managildg al wast
HOUSE HOUSE
r� �/ at least 50ing feet away from storm drain inletsbe
Ri* L
or drainagebu ditches unless it can be shown
Cho ar that no other alternative
m exists.teria Ife this
ROADWAY ROADWAY ROADWAY ROADWAY separation cannot be achieved, these
CURB INLE tx:F Of (J 3 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 ENTRANCE Construction Entrances and other
ENE
measures are provided on additional
CURB INLET ® sheets. Erosion and sediment control
- details are not drawn to scale.
,moo
LW 1:1111,1TYPICAL INDIVIDUAL LOT LAYOUT WITH CURB AND GUTTER

D e: , Notes: Page 4
1. If needed, Tree Protection fencing should
T 1 A• B •.c• •D• be installed along the buffer zone, wetland
boundary and/or around protected trees,
providing a radius of at least 1.25 feet for
ir (i- ll I, 1 [...
each inch of trunk diameter.
2.Install Silt Fence on the low elevation
sides of each lot. Install Silt Fence outlets
I, �, ji i „ shown on schematic/diagram and field
adjusted, if necessary, for placement at
low points. If lots are contiguous and have
Ri. Li ..
...
Li___J :.:.,..1 different land owners or builders, each lot
T t t--� should have individual Silt Fences.
mP �7[)�T D.-)----:j) 31 W .,, D ) TD ) ) TD ) C TD c-^T TD<-
3.Install required Silt Fence within 10 feet of
' property line to ensure there is no conflict
with septic system. It is the responsibility
-F -F" c• �, of the builder to ensure the installation of
_ sediment control measures does not
linr I impact the septic system and repair
area(s).
e e % % 4.At least one Construction Entrance/Exit is
to be installed per lot.
HOUSE
El 5. Waste bins and other areas dedicated for
managing building material waste shall be
at least 50 feet away from storm drain
I I 7/ I l inlets or drainage ditches unless it can be
l3USE
�1 L� L� 1 , ,::: ,
®::: Ls shown that no other alternative exists. If
--FT TD( ) )TD D C CT[ TDt--STD - TDB"'EOP this separation cannot be achieved, these
areas must be contained behind Silt
LEGEND: Fence.
6. Inlets downstream of disturbances should
FLOW DIRECTION < - be protected; streets should be swept
SILT FENCE when sediment from the construction
DIVERSION DITCH —TD—D activity is present.
WADDLE151LT 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.
i AP
0.�.4 TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES
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ate. -GROUND STABILIZATION AND MATERIALS HANDING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITECONCRETEWASHOUT Page6
WITH THE NCGO1 CONSTRUC ION GENERAL PERMIT t. Matlldain vehicles atmd equipment to prevent discharge of funds. STRUCTURE YNTH LINER
/'� hn femeMin the deeNs and ecincations en tht< art sheet will result In the mnstrudlon A I I y dF,: 1 A,LCCAr c Ge1EdPiNEn
P 9 sp p 2 Provide drip pane uncles any stored equipment- iir�ia: IN FIELD
ativey beeng considered eomPliant weir the Oraund Statdizaticn end Mate pea Nan ding ',7-A"I'=I
(, 3 Identify teaks and repair as soon as feasible,or remove leaking equipment tom the _y p�rN sit sloes s•Noe.ns rwl
bj)
sections of the NC60e Construction General Permit(Sections E and F,respectivelj.The1 I u renrE t•w oa;t"el-cs • 3.TH:coucgE+E wasNou1
•
• pennmee shalt comply with the Erosion and Sediment Control plan approved by the delegated Q1O�a' `i„iF - sreu:mrHFs 6MAa i.re
auth have adcrion_Ali details and specifications shown on this sheet m 4. Coiled all spent fluids,store In separate containers and properly dispose as hazardous v-- AasW-aNEevrvEN n¢uOlno
erat having P may not apply k x+b,Or SOLZ neACHES rss OF
dependn site conditions and the del ores g ju waste(recycle when possible!. j! TNF tmuc,LRE%.:a uvly
g an s delegated oath haven nsdaion- w..nr< ,m.,
5. Remove leaking vehicles sari conshucifon equipment from service anti the problem ,�s-i•i-1+. sweSTAlled - at-
- has been corrected. a w 3 Rosen gPNEWS i t
NEWS in b Oil-Ala+
SECTION E:GROUNO STARILIZATION 6. Meg used feels,lubricants,coolants hydraulic winds and other petroleum products to SECTION A-A yrtowezug ss c'4T%TRUCIRE sa.arEO WrN SONAoc Nutria---- -- a recycling or disposal centerthat handles these materials. Oov"E
Ra,sered Ground Stabilization fresheners H � ay rN"n',IL,e O
Stabilize within uorlNc oEvcENI Cr1,1
LITTER,BUILDING MATERIAL AND LAND CLEARMG WASTE �' a arezrehr a".FirALsecvnon ee-EouuEO
Site Area Description this many calendar 7meframe variations to l {+ rN FIELD
day,.alter ceasing 1. Never bury a bum waste. Place fide end debris in approved waste containers. ..,ca.asg*I
land disturbance 2. Provide a sufficient number and sire of waste containers(e-g dumps/ix,bash 'Novo mEadtAEttweGHaer
`1 -_�r TI ;la,' smucruoFs sxAueE uwNrwNr-r,
ial Perimeter dikes, receptacle)on site to contain consrrection and domestic wastes. of r- I Ian 4 `e'kil''',. vwino•NF mxann.vuuoe SOLO
1 'ha-
!LiI r REACECS Tee or lie SIReCtun:g
seeks,etches,and 7 None 3. Locale waste containers at least 50 feel away from stone drain inlets and surface waters +•' n-e'Ir CAPACITY TO rro.toE ArevAr-
perimeter slopes unless no other aiemabves are reasonably available - IO MIN elC,cwx;wacnvwm.A MenM,N '
1� 1 I:Walt SOr rMCCMOA03
4. Locale waste containers on areas that do not receive substantial amounts of runoff from Itwi�.�r.iAl., 1Iwe
�) High )ZaIr Water r 7 None upland areas and does not drain directly to a storm dram,dream or w lbnd p�-r--11 S $ $.3rwc0e+EWANUU I s1uucn-rc
(HOW)Zones NCEbl met CLE,RvaA'esw.m
5. Cover waste containers at the end of each workday and before storm events or provide �:: EANLIBaysit+V.I Sx]UGe Nrntie OP10E
It slopes are l0feet runless in length and secondary containment. Repair or replace damaged waste con Inners. SEC 1-IONES-E OROTAFi.cs
(e) Slopes steeper 7
3_1 are not s an days are steeper than 2:1,14
than6, Anchor at lightweight terns in waste containers during pines of high winds. sdOvE-w, vuasNalrsmxTUNg
allowed 7. Empty waste containers as needed to prevent overflow.Clean up immediately if ..,,,,�.
-7 days for slopes greater than 50'in containers overflow
kngN and with slopes steeper than d:I 8. Dispose waste off-see at an approved deposal fealty.
CONCRETE WASHOl1TB
-7 days for perimeter tikes.swelee, 9. On business days.clean up and dispose ofwacle in designated waste containers.
1. Do not discharge concrete or cement slurry horn the;[e.
(d) Slopes 3-1 to 4:1 le ditches,perrneeralopes end HQW 2. Dispose of,or recycle seined,hardened concrete resdue in accordance with local and
Zones state solid waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIGUC WASTE 3. Manage washout tram mortar mixers in accordance with the above item and in addition
-7 days for palm ererdkes,wales,etches 1. Do not dump paint and other liquid waste into storm drams,streams or wetlands place the miner and associated materials an impervious barrier and warm lot perimeter
perineter slopes and HOW Zones 2, Lode paint washouts at least 50 feet away from storm drain inlets and surface waters sit Tense. I
(e) eater than
4:1 14 -10 daysfor Falls Lake Watershed antes unless no other alternatives are reasonably avatbble. 4 Install temporary concrete washouts perlonel requirements,where applicable.Pan
flatter than 4:1r
them is zero slope 3. Contain keel wastes in a controlled area alternate method a product ist to be used contact your approval of the /0 ty review of
and
4. Containment must he labeled,sized and placed appropriately for the needs Dime.
approval_Rlocal standard details are not available,use one of the two types of
Note:Alter the permanent cessation of construction al3lvlties,any areas with temporary temporary careens washouts prodded Ce this detail.
ground stabiflzation shal be converted to permanent ground stabitzatior as soon as 5, Prevent the discharge of soaps,aorventa,detergents and other liquid wastes from 5. Do not use concrete washouts for dewatering or storing defective curb or erllewalk
practicable but in no case longer than 90 eaten der days after the last land disturbing activity. C011 +inon soles' sections Stormwater accumulated within the washout may riot be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm train system orrnuerasrg surface avatars.Liquid waste must be
against accelerated erosion tints permanent ground stabilization is achieved. _PORTABLE TOILETS pumped out and removed Irons project
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 fed away from storm drains,streams 6. Locate washouts at least 50 Teal Mom storm drain inlets and surface waters unless it
Slabize the ground sufNcientl no that rain we not dislodge the soil Use one often or wetlands unless there is no alternative seasonality available.1150 foot offset is not can be strewn that no other alternatives am reasonably available_At a mmimum,inset
attainable.provide relocation or potable toilet behind sit fence or place on a gravel pad protection of storm drain inlets)closest to the washout se ich could recehe spits or
techniques in the table helcwr.
_ Tmporery Stabilisation Perwanerrf 3fabifizalien and surround with sand bags warftow
Perrtnanent grass seed to eredwWm vow 2. Provide staling or anchoring of eatable roles during periods of high weds or In high 7_ Locate washouts in an easily accessible area,an level ground and install a stone
Temporary grass seed covered with straw or or other mulches and edifiers
foot traric areas. entrance pad in front ofthe washout Additional controls may be required by the
other mulches and edifiers 3. Mentorportable toilets for leaking and a of anyleaked material.Utilize a apprevingauthorYy-
- Hched seeing • r e force fabrics m such as permanent sell 9 properly draped
- Rolled erosion central ducts with or relnforcement matting licensed sartltary waste hauler to remove leaking portable toiler and replace with 8. Instal at least one sign directing eonade trucks to the washout week the pmject limits_
Approlue
w temporary grase seed • fydroseedng properly operating ant. Post signage or the washout bete e identify this location.
prepatey appied maw or other multi) • Shrubs a Direr permanent plantings 9- Remove leavings tom the washout when at approvmeMy 75%capacity to limit
• plastic sheeting covered with mute overflow events-Replace the tarp,sand bags or otter tempo rary structural
Vrnibnn and evenly distributed ground Cover EARTHEN STOCKPILE MANAGEMENT canpcnents Wren co longer functional.When utlltir,g alternative or proprietary
sufcimt to restrain erosion 1. Show slaekpte bmtlons on plans.Locale earthen-natenat doskpee areas at least 50 products follow manufacturer's norms wens.
Structure methods such as concrete, feet away from storm drain inlets,sediment bases,peroneter sediment contras and 10. AI the completion of the concrete wodr,remove remaining leavings and dispose of in an
asphalt a retaining walls surface waters artless h can he shown no other alternatives are reasonably available. approved disposer facikty.Fie pit N applicable,and stabAce any disturbance caused by
se Rolled erosion control protlucewithw grass 2- Protect stoclspde with sit fence installed along toe of slope with a minimum offset of five removal of washout_
sew feet from the toe of stockpile.
- - - 3. Provide stable stone access point when feasible.
POLYACRYLAMIDES IPAMST AND FLOCCULANTS 4. Ste babe stockpile within thetrnefrarnes provided en this sheet aid in accordance with HERBIC@IEB,PESTICIDES AND RODEtITICIDES
1. Select Neecubnts that are appropriate for the sues hang exposed during construction, the approved plan and any additional requremments.Soil stabiizaban is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
selecting from the NC DWR Liar ofdppm,ad PAMM°tocculenfS- aegetaive,physical or chemical coverage techniques diet owl restrain accelerated restrictions
2. Apply Nocwlants at or before the inlets to Erosion and Sediment Control Measures. !rosin on disturbed soils for temporary or perranaM control needs. 2. Store herbicides,pesticides and rodenticides in titer orignal containers with the label,
3. Apdy flocculants at the carmen batons specified In the NC DWR List of Approved which lists drectons for usix ingredients and irst aid steps in case of axidente
PAARS/Ftocculads and in accedencewNh the manufacturer's insbuctions. poisoning.
4 provide paneling area for containment of treated Stamwate before discharging ofisde- HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rederAddes n areas where flooding is possible I
5, Store Noxuby s Inndarproof containers that are kept under storm-resistant cover or
1_ Create designated hazardous waste croection areas on-site. or where they may spin or leak into welts,stommater drains.ground water or surface
surrounded by secondary containment structures. 2. Puce hazardous waste containers under ewer er in secondary containment water. N a spin deers.dean area Immediately
i 14o.d -
3. Do na store hazardous chemkak,drums cc bagged natenals erectly en the ground. 4 Do nab stockpile these malenats onsim. {
NCG-01 GROUND COVER& MATERIALS HANDLING

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Hate:
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 1
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
I Piedmont--Jan. 1 -May 1 , Piedmont—May 1 -Aug. 15
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 wth 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,ora 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 it 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.
fsli TEMPORARY SEEDING RECOMMENDATIONS

r
I
Dae: dm
,I ------- --- ...- Fade 8
1 1( NON-INVASIVE
FOR FALL MANENT SEEDING
— `— RECOMMENDATIONS
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
Centipede 5 lbs/acre Species Rate SwitchgrassanGrass 5 5-7 lbs/acre*
lbs/acre*
e*
Indian Ibs/acre'
Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* Big Bluestem 5-7 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre* Virginia Wild Rye 4-6 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species. See table 6.11.d j *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 for Indian Woodoats and Virginia Wild Rye- Mountains-Switchgrass, Indian Grass, Big Bluestem-Dec 1 -April 15
1 May 15 Maintenance: Piedmont and Coastal-Switchgrass, Indian Grass, Big Bluestem-
MarchDec 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 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.
hp ruai;!j
PERMANENT SEEDING RECOMMENDATIONS

Date: Page 9
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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.
61 411711.1"---\�1 CONSTRUCTION ENTRANCE / EXIT

Date: Page 10
2--)/fFi.6 -4
4' MAX 19-GAUGE HARDWARE CLOTH
(a MESH OPENINGS} •!•T.•T' '7'••••`•!•,••••Z•+.q.�.+.l.�7.-.
3' :I-
is i�
I=i:� - '-I=d
NCDOT#S OR#57 2 �'I" - VP:.
WASHED STONE
��I i
. . . . . . . . . . . .. . ���z. -
.'::i:►::: .:.isr.:.:::.�r.r.:.i.:_r:._.,r...�+. +.r_r.a.. rl: ili
i
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NCDOT#5 OR #57 • ai.iiii• ii• • . • ii • i ti •i•w •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 loth. Secure the wire mesh to any required repairs immediately.
thesteel 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 dean 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 - Replace stone as needed_
accumulatedsediment, and establish final grading elevations.
6. Compact the area properly and stabilize with groundcover.
1
W tit l
...�.. INLET PROTECTION

t
i
I.
Page 11
-" Overlap Overat channel T Lon!ihdindp_7/T IA1 Stakes at , 1.��1 6"Min. to allow bulking Anchor Trench
3'-5'intervals ,1♦ ' �� during seedbed
' prparao - O'
1_,„...
Desg Depth _� I I - II I
•� Check I # III I I I I I I I I Ilots at 25'��-ter..interv2ls
la,/
--- � Typical instaalation
1 o c_.1 � na,erosion control r��
- blankets or hid
reinforcement mats 1111
Initial channel anchor trench Terminal slope and channel ` le" J
anchor trench Intermittent check slot Longitudinal anchor trench
Single-lap spliced ends or begin new
......................
roll in an inlermitent check slot
3"Min.
Overlap Anchor 6"x6"
min.Trench
6"Min. and staple al
Overlap 12"intervals Prepare soil and apply seed before ' F1C�Itf
installing blankets,mats or other
...................
Staple Overlaps temporary channel liner systems
""' Max.5"spacing
Bring material down to a level area,
turn the end under 4"and staple at
NOTES: 12"intervals.
11
1. Lime,fertilize and seed before installation.Planting of shrubs,trees,etc.should occur after installation. 4144114*.ilif
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,baclditl 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 3FI:1 V,rolls may be placed in horizontal strips. ,
ROLLED EROSION CONTROL PRODUCTS (RECP)

Date: Steel Post Page 12
Dil g7D4/ 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 VVire ties
water sufficient to cause failure of the structure.) I I
3. Construct the filter fabric from a continuous roll cut to the length of the 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. 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
8 feet apart. Supports should be driven securely into the ground a 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. Wire Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep 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 fencee
•• •• �`-
performance.
10. Do not attach filter fabric to existing trees. U pS�t7r
Maintenance: - - �• .
• lit..:-.-7-
_ 0- .
1. Inspect sediment fences at least once a week and after each 1 inch •
8" Mln.
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
tt__,,��area has been properly stabilized.
SILT FENCE

Date: ( Page 13
--i ) 4'MIN. N. SILT FENCE
v q v ., c�
Pa / -
t • .. • - , '': ." , -
4
TOP OF SILT FENCE -
-MUST BEAT LEAST I' f'� • • •
ABOVE THE TOP OF
THE WASHED STONE �.
`. -
': MEIN
STEEL FENCE POST l""'l::elll:la■
WIRE FENCE — FRONT VIEW
HARDWARE CLOTH BURY WIRE FENCE,
+ I FILTER FABRIC,
AND HARDWARE
FILTER OF#57 , - CLOTH IN TRENCH
WASHED STONE ;C•'4,II STEEL FENCE POST
•0%•qi I SET MAX 2'APART
Q•:. °Q I MIN. 18"INTO SOLID
p0i.• GROUND
+° �{j°.•oci
3'FILTER FABRIC
.'�o8c6�9D� ON GROUND NOTES:
�•°� 1. Hardware cloth andgravel should overlaythe silt fence at least 12 inches.
°�°�o••..•ate•::;
W°°ao`bo8;;o�° it 2. Stone outlets should be placed on low elevation areas of silt fence and
°� oo�b°o` :g:I based on field conditions.
e.•.. .:i i S9O•.0°0� !i o
I MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
BURY WIRE FENCEor greater rainfall event. Complete any required repairs immediately.
AND HARDWARE CLOTH BUT 6" OF C R OF
FILTERTSR FABRIC INNR TRENCH Freshen stone when sediment accumulation exceeds 6 inches. Keep
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.
P
LW 4Q;1:1
SILT FENCE OUTLET

Date: OPE
/A111 SANGLE TAKES TAKES To WEDGE Page 14
MIN. 2 STAKES dN UPSLIIPE MINIMUM
STAKES ON WATTLE ONTO GROUND ISOMETRIC
i� .` MATTING VIEW
��66 GR UND� i .
.. = rr1._/i .x..�'•:'../ :::•'%:f • ■■' lik "j , . ... TOP OF BANK
.�..rr ----..li--: :;C.`71 /:. :•.\•,' .';' 'it\•i-ice■■
�� ui:: •�'iflf�Gt t • +
''I .~ STAKE INSTALLATION s1LT SOCK/ WATTLE • ' •
MATTING I-I I I • _ • DOWNSLlJPE
CROSS—SECTION +
V—DITCH SECTION VIEW MATTING
MIN. 2 STAKES ON UPSL❑PE MINIMUM 4 STAKES ON C
DEVMSLUPE
GROUND •'.•.• ti:•':
/ %.. 1 1111
.x.;.: ,F,.....ivaran • ' 1 )/
„•'1�'•"1;'• '�_�' �'�� +-* 1 USE A MINIMUM OF 2 STAKES ❑N USE A MINIMUM OF 4 STAKES ON
I(l�;� •'l� FT= I UPSLOPE SIDE DOWNSLOPE SIDE
Il l,l; MATTING '
r., � BC11/NSLdPE
TRAPEZOIDAL DITCH FLOW -` r l . „# •
SECTION VIEW . it* .. _ •
.
Ditch Spacing For 12 Inch Silt Sock/Wattle �' t <`' t .
Channel Slope(%) Space Between Silt Socks/Wattles (Feet) $ppH
1 100 \ :*:::::::f.lir \ \\ \ \\ \ \\
_ r '1
2 _ 50 GRIIUNII I I l I I l `
— —
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.
SILT SOCK / WATTLE FOR CHECK DAMS
1

Date: Page 15
107 Silt Sock/Wattle Silt Sock/Wattle NOTE:
1N _..._ 3„ Ell
MI Area to be 1. Other materials providing equivalent protection
FLO
Area to be FLO 3"
Protected �I11�11 — LI Protected against erosive velocities may be substituted for
din.amiT_ L I1 • - . - .... . -
1111-11.:* -.Ei_ - • - - - - j1 !L &it4ijj-, ,j:
use in silt socks or wattles.
2. Fill silt sock/wattle netting uniformly with compost
17'Min.�1 2"x 2" 17'Min. Z.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/watfie(s)should be turned slightly upstope to
�'40 4 fax• 'c(O Max prevent runoff from going around the end of the
iS silt sock/wattie(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 ata
maximum interval of 4 feet or a maximum interval
Trench into 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 riot possible(ie.when
UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION* olesare 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 silt sock/wattle at least weekly and after
411\ each 1 inch or greater rainfall. Remove
COMPOST SOCK INITIAL FLOW RATES accumulated sediment and any debris as
Mulch or Compost - -
for Untrenched Socks Compost Sock 8 Inch 12 Inch 18Inch 24Inch 32 Inch needed to allow for adequate flow.
0 Area To Be Design Diameter (200 nm) (300 nm) (450 nm) (600 nm) (750 cm) 2. Silt sock/Wattle must be replaced if clogged or
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--0.- 1,1i Length(<95) (183 m) (229 m) (305 m) (396 m) (500 m)
Silt Sock! sock/wattle may need to be replaced with a
Wattle Hydraulic Flow 7.5 gpmlR 11.3 gpndit 15.0 gpm✓ft 22.5 gpm/ft 30.0 gpm/ft larger diameter or a different measure.
Work Area Through Rate (94 Um/m) (141 Um'm) (188 Um/m) (281 Urnlm) (374 f!m/m) 4. Reinstall if damaged or dislodged.
I. - 5. Silt socks/wattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
Ai
w SILT SOCK FOR PERIMETER AND INLET PROTECTION