NCC242382_FRO Submitted_20240806

Bryce A.Stuart Municipal Building
tSU Suite 328
100 E.First ISet g Single-Family Dwelling cryar4 s w,seem Win ton Salem NC 27101
INSPEC DNS
DIVISION
Field Po. Box 2511
Erosion Control Permit
Applicationoperations Winston-Salem, NC 27102-2511
Please use this form when the Developer and Builder are not the same Phone:311 or 747.7453
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 1
Site Address: 1 p �p r A t vOi!�° C " Lett i�,"11e1 / c d,7/9
Subdivision Name: MOI(-tin &-5 J Ifs:
Anticipated Dates of Construction Activity: Start: 'J,j 1y 1)1 f h 0Z7 Completion: " j � .al 5
***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: t ri-eik 13 U�`k- Coin -i 't/c_fti c'l Co--/ ZnC.
Address: `t 6 t):D fat 1 (gC9e inn i[ C —
City/State/Zip: C/ e ki t f'L1 det 5 Ak 27012 Office Phone:
Mobile Phone;3 .aJ "(4c.fI Email Address: )UFke8u- JIei 1 1 C 0
My signature hereto signifies I am the owner/financially responsible party for job site compliance with the Erosion Control Ordinance
as outlined in Chapter, Section 8.4 of the Unified Development Ordinances(UDO)of the City of Winston-Salem/Forsyth County or
Article IV of the UDO of the Village of Clemmons, Town of Lewisville,or Town of Walkertown. I hereby acknowledge that the Best
Management Practices annotated on the attached sketch plan must be properly installed and maintained to retain soil within the
constructed lot,
I understand that if the total disturbed area for any reason becomes greater than one acre on any one(1)lot,a professionally designed
and sealed Erosion Control Plan will be required to be submitted and approved before the start of the land disturbing activity on the lot. I
further acknowledge that City Inspection's staff may refuse to make building inspections and the Erosion Control Division may issue
Notices of Violation, Stop Work Orders and/or Civil Penalty Assessments for failure to comply with Erosion Control r uirements.
t:-. arrex. L000,t-C:eCoa$t4_0c F`aT _L Co--, Z .
Print Name of Financially Responsible Person Signature of inancially Responsib on
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number:

Date:?,,2 /� 1 PAGE 1
v NOTES AND APPLICABILITY TO LOT DEVELOPMENT
WINSTON-SALEM/FORSYTH COUNTY STANDARD SEDIMENT AND 1. This plan is for lots with an Individual disturbed area of 1.00 acre or less for
EROSION CONTROL PLAN FOR SMALL RESIDENTIAL LOTS indivinitymdual nglefa showiy ng 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 le accompany this standard plan.The LoD includes lots,access to
TABLE OF CONTENTS Page measures,staging areas,and utilities that may extend off-site.
4 Lots are"Finished",or at final grade Mass grading with full stabilization has already
1. Title Sheet 1 occurred or mass grading is not to occur.
2. Lot Information Table 2 5 The property does not contain nor have lunsdiaional waters within 100 feet of the
lots_
3. Typical Individual Lot Layout VViith 3 6. The site is not located in a High Quality Water Zone.
Curb and Gutter 7. No discharges are allowed into impaired waters.
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.
Roadside Ditches 10 All disturbed areas not built upon shall be provided with permanent ground cover
11.As of April 1.2019.applicant must apply on-line at deq.nc.gov/NCG01 for the
5. NCG-01 Self-Inspection 5 NCGO1 permit if applicable
12.The Approval Authority reserves the right to recuire a site-specific erosion control
6. NCG-01 Ground Cover& Material 6 plan to be prepared and submitted for the 15 day review cycle.
Handling • GENERAL CONSTRUCTION SEQUENCE FOR SMALL
7. Temporary Seeding 7 - RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
Recommendations 3 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 a 2. Install construction entrances(s).
Recommendations - 3. Install check dams and/or erosion control blankets in roadside ditch,where exists.
9 4. Install yard inlet protection and perimeter controls(silt fence.silt fence outlets,etc.)
9. Construction Entrance/Exit according to the plan.For contiguous lots with different builders or land owners,it is
.4---- suggested that each builder/owner install their own silt fence along the shared parcel
10.inlet Protection 10 �� boundary. If silt fence is not required along the front of the lot due to the drainage
11.Rolled Erosion Control Products 11 layout,the builder must provide a measure to limit access through the construction
entrance Ensure inlets downgrade of disturbances are protected from siltation.
(RECP) 5. Proceed with individual lot construction
12.Silt Fence 12 6. Maintain erosion and sedimentation controls dLring construction
7. Provide for ground stabilization after completion of any phase of grading in
13.Silt Fence Outlet 13 accordance with the NPDES timeframes table-Persons responsible for land
disturbing activities are responsible for phased inspections to ensure the approved
14.Silt Sock/Wattle For Check Dams 14 PROJECT NAME: erosion and sedimentation control plan is being followed.All erosion control
15.Silt Sock/Wattle For Perimeter and 15 measures shall be inspected at least once per week and after each storm event of
PROJECT NUMBER 1.0 inches or more in a 24-hour period.The self-inspection report,as well as
Inlet Protection instructions for the self-inspection program,car be found at deq-nc gov/NCGO1
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 ail 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.
"1' "" STANDARD SEDIMENT& EROSION CONTROL PLAN

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[ITCH 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
S875-513U7 4 >, 19 ., 9 7 & t D Drr`vek?/ 5rcae
"r;` " LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

Page 3
77:-.r Notes:
A,. "B'' ••C- D 1. If needed, Tree Protection fencing should
be installed along the buffer zone, wetland
� � boundary and/or around protected trees,
providing a radius of at least 1.25 feet for
1' @ each inch of trunk diameter.
I 2. Install Silt Fence on the low elevation sides
t H0USE irji, HOUSE f HOUSE MUM of each lot. Install Silt Fence outlets shown
on schematic/diagram and field adjusted, if
Rnr necessary, for placement at low points. If
Li____, I > a I € u lots are contiguous and have different land
ow L, ,, . l . owners or builders, each lot should have
ROADWAY ROADWAY ROADWAY ROADWAY
individual Silt Fences.
CURB iNLET EDGE OF CURB 3. Install required Silt Fence within 10 feet of
property line to ensure there is no conflict
E° „�,• �' -Fr with septic system. It is the responsibility of
the builder to ensure the installation of
1117-%7 I 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.
HOUSE / KM 5. Waste bins and other areas dedicated for
managing building material waste shall be
/,l at least 50 feet away from storm drain inlets
"A' J IL ® � or drainage ditches unless it can be shown
1 that no other alternative exists. If this
LJ LJ L7
, r ROADWAY ROADWAY ROADWAY ROADWAY separation cannot be achieved, these
CURB INLET OGE OF 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 ENTRANCE • ;::
Construction Entrances and other
measures are provided on additional
CURB INLET
® sheets. Erosion and sediment control
details are not drawn to scale.
WIeissentr
°"= TYPICAL INDIVIDUAL LOT LAYOUT WITH CURB AND GUTTER
triinSinN

Date, Notes: Page 4
I 1. If needed. Tree Protection fencing should
/ be installed along the buffer zone, wetland
boundary and/or around protected trees,
i providing a radius of at least 1 .25 feet for
.4, 4 each inch of trunk diameter.
Is sil, . 2. Install Silt Fence on the low elevation
sides of each lot. Install Silt Fence outlets
HOUSE 4 Hain HOUSE Ha„ shown on schematic/diagram and field
adjusted, if necessary, for placement at
low points. If lots are contiguous and have
avw different land owners or builders, each lot
' u should have individual Silt Fences.
EOP —Yr='LTG1:1.1 ) IC) )Tr ;: ---Tr ) ) To -J ) t T=%f—'r 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
of the builder to ensure the installation of
Et El _, sediment control measures does not
impact the septic system and repair
I �/' �/ earea(sj.
% % , e e 4. At least one Construction Entrance/Exit is
to be installed per lot.
5. Waste bins and other areas dedicated for
HOUSE % HOUSE HOUSE HOUSE
managing building material waste shall be
at least 50 feet away from storm drain
R % IL �'/ ,I `� inlets or drainage ditches unless it can be
" -J ::; 2_111iLi
� �
shown that no other alternative exists. If
EUP —E ;( ) ) r c (ID Tr c )TD ) Ir}= this separation cannot be achieved, these
1 areas must be contained behind Silt
LEGEND: Fence.
6. Inlets downstream of disturbances should
FLOW DIRECTION 4 be protected; streets should be swept
SILT FENCE when sediment from the construction
DIVERSION DITCH —TE _ 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 EN-RANCE sheets. Erosion and sediment control
details are not drawn to scale.
I, .^
I,►1 IMSPiCTI„1e.mwsm4 TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

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Date) GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COARLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Page 6
' I VATH THE MCGOI CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER
1/ 1. Maintain vehicles and equipment to prevent discharge of lards 'ea: NNOO��gg
rnplemening the de[aile and specifcahans an this plan sheet will result n the construction 2. Provide drip pans under any stored equipment " 'a: L te.Wunoa 6_1EllWINEo
activity being considered compliant with the Ground Stabllization and Materials Haar/leg •rii L7i 'N F'w n
sections of the NCG01 Construction General Permit(Se Wons E and f tespectivey).The 3. Identify leaks and repair as soon as feasible,or remove ieaking equipment from the ►, vtt•��w suce sit.- oaAczu prF t
project FENCE iwP rP ata++tES R THE CpeeRETE wa4H0UT
penmllee shall comply with the Erosion and Sediment Control plan approved by the delegated M' M tauarr,PS nvs r BE
authority haven urisdnchon-All details and ecOlcatbns shown COthis sheet m note 4. Cutest all spent fluids.store In separate containers and properly dispose as hazardous i ' MAa.TUNEDwe.me t Ain in
N g 1 D may per F. .tlElliF depending on site conditions and the delegated authorityhavingjurisdiction. waste(recycle when possible). 1 11 •NoonswpnEazHes ova
9 91 It-allay re tea roe slime Ines CAPACIV
5. Remove leaking vehicles and construction equipment from service unbi the problem .laai••i-1r, e-nrplzo sr,
has been corrected. 'P SioP'ES taw 3CONCRETE WASHOUT
SIP,:l in.NEEDS TO SE C,.EAP1
SECTION E.GROUND STABILIZATION 6. Bdng used fuels.lubricants,coolants,hydraulic fluids and other petroleum products to SECTION A-A tie iOW GaA,2E!?%SHa1-STIP.ICTURE Maraca,wnr v,r,rr,s,Rrnwc
_-' -- a recycling or disposal centerthat handes these materials. DE,.rce
Required Ground Stabilization Timeframes H- _ west WEL
thisStabilize within LITTER,BULDING MATERIAL AND LAND CLEARING WASTE �, I�I r newt;RUING E TT QT6acsor tea[Plenum,
Site Area Description this many calendar Timeframe variations -- ,•rot, ill FIELD
days after ceasing 1. Never bury or bum waste. Place leer and debris n approved waste containers.
land disturbance 2 Provide a sufficient number and size of waste containers leg dumpster,trash i.�+�•W+tar .,,,e,p '�env. z THE concREts wzuwcx,i
.'1nr ellarr.n1Ne65 M.241,411212
rvo
(a7 Perimeter dikes, receptacle)on site to contain construction and domestic wastes- Mpi 1'1 S^6t a"'" WHEN has Limn MOOR Sputa
swains,ditches.and 7 None 3. Locate waste containers at least 50 fell away from storm drain inlets and surface wales s i 1 �i1 r`11` PEACHES tee or tiie N1s1N:n.mes
EOING tppetreonrnuaiss.
perimeter slopes unless no other alternatives are reasonably available. - II01 it 1� itmer ::��/�- Hcumu rls¢rtv wtTaasaNnw
1i 1� L i]INCHES to FRE Htt.111
Si High Dually Water a 4. Locate waste containers pn areas that do not receive substantial amounts of runoff from is 1 Pi trr s►ji i i W
Nnnp upland areas and does not dren dnecdy to a storm dram,stream or wetland- ' ' �iF. .+�A vec.sno le nunste Tsrrru271MS
(HOW)Zones 7 Laa.•:1 REecs TO EtE cEAFY narRE.iota
5. Cover waste containers at the end of each workday and before storm events or provide - sauxaberrr- sxix•ne Nn-.ap CewcE
(ej Slopes sleeper
If slopes are 10 feet or less in lent and secondary containment. Repay or replace damaged waste containers. SECTION S-B av'YNFs
than s 7 are not sleeper than 2 1.14 days are 6 Anchor at lightweight items in waste containers during tines of high winds aeavP earl w+ , - _
allowed 7 Empty waste containers as needed to prevent overflow Clean up immediately n °�;H"n
-7 days for slopes greater than 60'a containers overflow.
length and with slopes steeper than 4-1 S. Dispose waste off-site al an approved disposal facility. CONCRETE WASHOUTS
-7 days for perimeter dikes.swains, g On business days,clean up and dispose ofwaste in designated waste containers. I Do not discharge concrete o-cer ent slurry from the sae.
(d) Slopes 31 to 4:1 14 ditches.perimeter slopes and HOW 2 Dispose of.or recycle settled,hardened canc.-see residue in accordance with local and
Zones state sdk'waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and re addition
-7 days for perimeter dikes,swabs,ditches 1. Do not dump paint and other liquid waste into storm dolls,streams or wetlands place the mixer and associated matenals or impervious tamer and within lot perimeter
(e) Areas with slopes perimeter slopes and HOW Zones 2. Locate pent washouts al least 50 fed away from storm draininlets and surface waters set fence
flatter than 40 14 -10 days for Fels Lake Watershed niers unless no other alternatives are reasonably available. 4, Instal temporary concrete washouts per local requirements,where applicable Man
there is zero slope 3. Contain uqutd wastes in a controlled area. alternate method or product ato be used.contact your approval authority tor review
4. Containment must be labeled,sized and placed appropriately for the needs of site- and approval If local standard details are not available use one elite two types of
Note:Alter the permanent cessation of canslrucbon acbvities.any areas with temperer! 5. Prevent the discharge of soaps.solvents,detergents and other liquid wastes from temporary concrete ova shouts provided on dire detail
ground stabilization steal be converted to permanent ground stabilization as soon ss construction sues. 5 Do not use concrete washouts for dewatenng or storing detechve curb or sidewalk
praohcable but in no case Ringer 90 calendar days after the last land disturbing achtty sections Stormwater accumulated within tie washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface sable discharged to the storm drain system or receiving surface waters. Liquid waste must be
against accelerated erosion until permanent ground stabilization is achieved. PORTABLE TOILETS
pumped out and removed freer project
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground.at least 50 feet away from storm drains,streams 6 Locale washouts at least 50 feel from storm drain inlets and surface waters unless it
Stabilize the ground sufficiently so that rain WI not dislodge the sell Use one of the or wetlands unless there Is no alternative reasonably available If 50 foal offset is not can he shown that no other alternatives are reasonably available At a minimum,install
techniques in the[able below: attainable,provide relocation of portable toilet behind sit fence or place on a gravel pad protection of stone drain Inlet(s)closest to the washout witch could receive spills or
Temporary Stabilization Permanent Stabilization and surround with sand bags overflow.
Permanent grass seed covercdwdfl haw 2. Prowde staking or anchoring of portable toilets during periods of high wands or in high 7 Locate washouts n an satiny accessible area on level ground and'ndan a stone
other
arary grass seed covered with strew a flta foot traffic areas.
other mulches and tacklers. or other mulches and ladders
enhance pad in front of the washout. Adtldronal conrds may be required by the
Hydroseeding - Gectextrle fabics such as permaneMsoi 3 Monitor portable toilets for leaking and properly dispose of any leaked material Utilize a approving authority.
Rolled erosion control products with or reinforcement malting 'tensed sanitary waste hauler to remove leaking portable toilets and replace with 6. Install et least one sign hrecting concrete trucks to the washout within the project limits
without temporary grass seed Hydroseeding properly operating unit Post sign age on the wasnout itself to Identify this location
Approthiately applied straw or other mulch - Shrubs or other permanent plantings 9 Remove leavings from the washout when at approximately 75%capacity to herd
Plastic sheeting covered with mulch overflow events. Replace the tarp sand bags or other temporary structural
Uniform and evenly distributed gaunt cover EARTHEN STOCKPILE MANAGEMENT components when no longer funebanal.When ubuzng alternative or proprietary
sufficient to restrain amour .. Show stoclyde locations on plans.Locate earthen-material stockpile areas at least 50 products.toncw manufacturers Instructions
Structural methods such as concrete, feet away from storm drain Inlets,sediment basins per(mefer sediment controls and n0. At the completion of the concrete work remove remaining leavings and dispose of in an
asphalt or retaining wels surface waters unless it can be shown no other alternatives are reasonably available- approved disposal tacitly Ell pit.If applicable,and stabiae any disturbance caused by
Rned erosion control products with pass 2 Protect stockpile with sit fence installed along toe of slope with a minimum offset of eve removal of washout
seed
feet tan the toe o1 stockpile.
3. Provide stable stone access point when feasible •
POLYACRYLAMIDES IPAMS)AND FLOCCULANTS 4- Stab.lize stockpile mthin the lineframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
I Select iocculants that are appropriate for the soils being exposed during conslrudlon, the approved plan and any additional requiemdrts Sal sobitizatioe is defined as 1 Store and apply herbicides pesticides and rodenticides in accordance with label
selecting from the NC DWR List of Approved PAMS/Fbcculants. vegetative,physical or chemical coverage techniques That oil restrain accelerated restrictions
2 Apply nocculants at or before the inlets to Erosion and Sediment Control Measure:. erosion on disfu•Ded was for temporary or permanent control needs. 2 Store herbicides,pesticides and mdenlicides In their-onginal containers with the label.
3. Apply floceulants at the concentrations specified in the NC DWR List of Approved which lists directions for use,ingredients and first aid steps in case of accidental
I PAAdSrFucculanfs and in accordance with Ore manufacturers vtstructiens. poisoning.
HAZARDOUS AND TOXIC WASTE
4. Provide paneling area for containment of treated Slonnwater before dsdrargng&Nate 3. Do not store herbicides,pesticides and rotlenficides in areas where Tooting is possiDk
5. Store Tacculants in leak-proof containers that are kept under storm-resistant ewe or 1. Create designated hazardous waste colection areas an-site or where they may spil or teak into wells,stormwater drains.ground water or surface
surrounded by secondary contanmenl structures. 2Place hazardous waste containers under ewer onn secondary containment water. If a spill occurs,clean area immediately
3. Do not store hazardous chemicals drums or bagged materials directly on the ground 4. Do not stockpile these materials anode
Wit rD,`, NCG-01 GROUND COVER & MATERIALS HANDLING

Dap.
2q. 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 Iblacre 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 lb/acre straw.Anchor straw by tacking with asphalt,
or a mulch anchoring tool.A disk with blades set nearly straight can be netting,or a mulch anchoring tool.A disk with blades set nearly Maintenance
used as a mulch anchoring tool. straight can be used as a mulch anchoring tool. Repair and refertilize damaged areas immediately.Topdress with 50
Iblacre 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 4
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.
TEMPORARY SEEDING RECOMMENDATIONS

7 I Date: Page 8
J 9,1� NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE
SEEDING MIXTURE RECOMMENDATIONS FOR SUMMER Species Rate
Hard Fescue 15 lbs/acre
Species Rate SEEDING MIXTURE
Switchgrass 2.5-3.5 Ibslacree
Centipede 5 lbs/acre Species Rate Indian Grass 5-7 Ibs/acre*
Indian Woodoats 1.5-2.5 lbslacre* Indian Woodoats 1.5-2.5 Ibslacre* Big Bluestem 5-7 lbs/acre*
Virginia Wild Rye 4-6 Ibslacre* Virginia Wild Rye 4-6 Ibslacre* Indian Woodoats 1.5-2.5 Ibslacre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species. See table 6.11.d *Depending upon mix with other species.
from Chapter 6 of the NC Erosion and Sediment Control See table 6.11.d from Chapter 6 of the NC *Depending upon mix with other species. See table 6.11.d from
Planning and Design Manual. Erosion and Sediment Control Planning Chapter 6 of the NC Erosion and Sediment Control Planning and
and Design Manual. Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede-Sept. 1 -May 1 Seeding Dates Seeding Dates
Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 Mountains-Hard Fescue- Aug 1 -June 1
Wild Rye-Feb 15-April 1 Piedmont-Aug 15-Oct 15 Mountains-Switchgrass, Indian Grass, Big Bluestem-Dec 1 -April 15
Mountains for Indian Woodoats and Virginia Wild Rye- Piedmont and Coastal-Switchgrass, Indian Grass, Big Bluestem-
March 1 -May 15 Maintenance:
Dec 1 -April 1
Indian Woodoats and Virginia Wild Rye Coastal-Indian Woodoats and Virginia Wild Rye-Sept 1 - Nov 1
Maintenance: are both sun and shade tolerant.
Significant maintenance may be required to obtain desired Maintenance:
cover once centipede is planted.Acceptable for sodding. Hard Fescue is not recommended for slopes>5%. Prefers shade.
SEED BED PREPARATION:
LIMING-Apply lime according to soil test recommendations. If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1 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.
"� 4" PERMANENT SEEDING RECOMMENDATIONS

Date: / Page 9
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2-3 Course Aggre.ate 44PI f�1 P
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.
`Ma° u°s CONSTRUCTION ENTRANCE J EXIT

Date: Page 10
?IV)"
4' MAX J 19-GAUGE HARDWARE CLOTH
I
t MESH OPENINGS) T'fZw'T'r'•','.Z.nWV..iz.T.:.:r:.:.:.ZTzgze
I I IaI�I f�f fif� 61-44-is i ICI IIf Imfjfir
,r__I .fir,..•:_.fir•-:._1..-r.._rn.)..�. .�1_.%,...-_.._.�__L=.•r.li
�. ... 1: I I I till i
..� I .•r-.•:
ICI: :I:r
NCDOT#5 OR#57 2 !:f: f:r
WASHED STONE %f: Pit-tat-
f:flc.;..,;[..;� . r r i:. r rr:i:•i .i_i.r r r-i:i_ 16" 00
-..i—.•3� '-..:
fzfi :fir
fi: AV
:ti �y1:4
NCDOT #5OR #57 = = = =i= = =i= =
iNi :
WASHED STONE 11
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.
(di 'Va. INLET PROTECTION

Datel
Page 11
: � Overlap Overcur channel 2" Lon•ii•i :I
#7/ 3-`I Stakes at
'1 \�� 6"Mln. to aloes bulking Anchor Trench
i `�� during seedbed '
3'-5'intervals ''8*,ior
•.(•,�1�',�� . 10\ preparanon -
// '/ Design Depth "...tall
',. N - --- i. if -------____J -____l''N''", la
--14p,
% Check Slots at 25'
intervals
ft aurigerAki
(, ►
__ �- \` \'• Typical installation
Ii1 ' ln erosio control
NM blankets or turf
.. reinforcement mats
Initial channel anchor trench Terminal slope and channel ..7.s.j.
` 6'Min. J
anchor trench Intermittent chec slot Longitudinal anchor trench
....:.........................
Single-lap spliced ends or begin new
roll in an intermittent check slot
3"Min. Anc
Overlap min.Tr nch 4,1Pr
min.Trench6"Min. and staple at
Overlap 12"intervalsprepare soil and apply seed beforeFLOWpp
.................... installing blankets,mats or other Fq�,
...................
Staple Overlaps
•• - • temporary channel liner systems
....................... Max.5"spacing
......................
........................
••••••;;::;:::::::::......... Bring material own to a level area,
turn the end under 4"and staple at
NOTES: 12"intervals.
1. Lime,fertilize and seed before installation.Planting of shrubs,trees,etc.should occur after installation. p
, ,_
2. Slope surface shall be smooth before placement for proper soil contact.
3. Design velocities exceeding 2 feeVsecond require temporary blankets,mats or similar liners to protect seed and soil until vegetation becomes
established.
4. Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals. MAINTENANCE:
5. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width.Intermittent check slots should be 6 inches deep 1. Inspect Rolled Erosion Control Products at least weekly and
and 6 inches wide- after each rain of 1 inch or greater repair immediately.
6. For installation on a slope,place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 2. Good contact with the ground must be maintained,and
inches deep by 6 inches wide.Pin the RECP at 1 foot intervals along the bottom of the trench,backfill and compact.Unroll the RECP down erosion must not occur beneath the RECP.
the slope maintaining direct contact between the soil and RECP.Pin using staples or pins in a 3 feet center-to-center pattem. 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.
B. 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 blanketsfmatting tight,allow the rolls to conform to any irregularities.
13. For slopes less than 3H:1V,rolls may be placed in horizontal strips.
(di `'^l" ROLLED EROSION CONTROL PRODUCTS (RECP)

Date: Page 12
Steel Post
7/ :::2� 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 . Plastic or
2 Ensure that the height of the sediment fence does not exceed 24 ;
inches above the ground. (Higher fences may impound volumes of VVire ties
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the I ` 181
24'
barrier to avoid joints. When joints are necessary. securely fasten the
filter cloth only asupport at 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 "�"''" "-- '"""" u" ,"
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 I forward along the
minimum 50 pound tensile strength. 24' - trench
5 When a wire mesh support fence is used, space posts a maximum of 1
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. -"\/\'- Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep Wire \(--__.
\
along the proposed line of the posts and upslope from the barrier. /) and Compact8. Place 12 inches of fabric along the bottom and side of the trench. Steel Post J thoroughly
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence . . - r�
•
performance. • .• U psiope
10. Do not attach filter fabric to existing trees.
It •
Maintenance:
in .:
1. Inspect sediment fences at least once a week and after each 1 inch '- •• •M. •. ' ' 8" Min.
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose, or 24"
become ineffective, replace it promptly • • . •
3. Remove sediment deposits as necessary to provide adequate storage • • - •
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4 Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage CROSS SECTION VIEW
area has been properly stabilized.
('
('JI "" °"= SILT FENCE

I I I
Date: Page 13
4'MIN. H SILT FENCE
/ _
_ l
t '
•
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE L - -
1 •
STEEL FENCE POST
WIRE FENCE - FRONT VIEW
BURY WIRE FENCE.
HARDWARE CLOTH \FILTER FABRIC.
ThAND HARDWARE
FILTER OF#57 cc��,, - CLOTH IN TRENCH
WASHED STONE .;W. I STEEL FENCE POST
.�{;� -- SET MAX 2'APART
+
o%...o� I MIN 18"INTO SOLID
° . GROUND
O ��• o
cj°�'i I 3' FILTER FABRIC
.;i o ° • : ON GROUND
�8�0.�� I NOTES:
o�43o1::0,o•;; 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
oo ao�Q�°o�� 2. Stone outlets should be placed on low elevation areas of silt fence and
• 4� 0�0°°°�0� 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.
AND HARDWARE CLOTH BURY 6"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
SECTION VIEW 2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
r,
tt)i 1N5P0N3 SILT FENCE OUTLET

Date: STAKES
ANGLE STAKES TO WEDGE Page 14
J ) MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON WATTLE ONTO GROUND
71 r DOWN SLOPE ISOMETRIC
(J (I MATTING +'IE,A!
GROUND K:i. Alik
.. 7lIL.•r ti`. =�� OF"•
TOP BANK
Ilia..a.. • i
I-1 1 I I(q� SILT SOCK/ WATTLE •± ?,`•': i
MATTING �l�l,_ STAKE INSTALLATION DQVNSLOPE
CROSS—SECTION MATTING
••'• .
V—DITCH SECTION VIEW
MIN, 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON
DOWNSLOPE
GROUND ±•� • • ! j/J I loe,...\‘„,.
I I
•; / \.•'.•::•.:•:•' tip/[ JT /J /J ` fJuel •`,::•.•'.:, 5...,, .y =`u'�.�..I1 \I7/ // / / / / //
`I :. ; ••::: :' 1"" I' J USE A MINIMUM OF 2 STAKES ❑N USE A MINIMUM OF 4 STAKES ON
:: . UPSLOPE SIDE-ii -- 141I — DOWNSLQPE SIDE
I I L II' MATTING `' •FLOW P .> • ' n)TRAPEZOIDAL DITCHz , �r�tnow PE
SECTION VIEW rDitch Spacing For 12 Inch Silt Sock/Wattle •.`,. ..c _<Channel Slope (%) Space Between Sift Socks/Wattles(Feet) S OPT1 100 \ • �� ��
l � 1
2 50 GROUND [ 1 1� I I
iiIII
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 Gagged 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.
1)
i� `"�VIS NNS SILT SOCK I WATTLE FOR CHECK DAMS

7/r� �D Page 15
Silt Sock/Wane Silt Sock!Wattle NOTE:
FLOW-----....._ 3 EN Area to be FLO 3 Area to be 1. Other materials providing equivalent protection
R<`�r,—�.`+ ... 1'I • • - Protected Protected against erosive velocities may be substituted for
ifiil1.-11.;-ie-,. - - - use in silt socks or wattles.
12" Min. � 2. Fill silt sock/wattle netting uniformly with compost •
�I_``- 2 x 2" 12"Min. r,-`„ 2"x 2" to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sock/Wattle(s)should be installed parallel to
SECTION and a minimum of 10 feet beyond the toe of a
SECTION graded slope.Silt Sock/Wattle(s)located below
flat areas should be located at the edge of the
land disturbance The ends of the silt
sock/wattle(s)should be turned slightly upslope to
FAO R Max' F(O 1°1- prevent runoff from going around the end of the
8 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 S feet if the silt sockfwattle is placed in a 4 inch
Wood Mulch or Compost ground 4"Min. trench. i
To 1/2 height of log 5. In the event staking is not possible(ie.when
socks/wattles are used on pavement)heavy
UNTRENCHED INSTALLATION
ENTRENCHED INSTALLATION* concrete blocks shall be used behind the silt
'THIS APPLICATION MAY NOT BE USED WITH COMPOST sock/wattle to hold it in place during runoff events.
ISOMETRIC VIEW SOCKS SMALLER THAN 12". MAINTENANCE:
1. Inspect silt sock/wattle at least weekly and after
each 1 inch or greater rainfall.Remove
�+ COMPOST SOCK INITIAL FLOW RATES accumulated sediment and any debris as
Mulch or Compost ii for Untrenched Socks Compost Sock 8 Inch 12 Inch 18 Inch 24 Inch 32 Inch needed to allow for adequate flow.
Area To Be Design Diameter (200 nm) (300 nm) (450 nm) (600 nm) (750 nm) 2. Silt sockANattle must be replaced if clogged or
Protected torn.
Maximum Slope 600 Feet 750 Feet 1,000 Feet 1,300 Feel 1,650 Feet 3. If ponding becomes excessive, the silt
Sheet Flaw ,. Length(<2%) (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 gpmlft 11.3 gpmltl 15.0 gpm/tt 22.5 gpmfft 30.0 gpm ft larger diameter or a different measure.
Work Area Through Rate (94 Um/m) (141 Ilmltn) (188 t1mlm) (281 Umfm) (374 IInJm) 4. Reinstall if damaged or dislodged.
�„ 5. Silt socks/wattles shall be inspected until land
`r disturbance is compete and the area above the
measure has been permanently stabilized.
tiff .a, .; SILT SOCK FOR PERIMETER AND INLET PROTECTION