NCC240495_FRO Submitted_20240221

d-,5
�40w,Tara,'� (1_ Bryce A.Stuart Municipal Building
uv Suite 328
Single-Family Dwelling 100 E.First Street
cay Winston-Salem Winston-Salem,NC 27101
:i.°, Ts 4
Fire!lance tArovQ6 Servxe Field P.O. Box 2511
Erosion Control Permit Application Operations Winston-Salem, NC 2 71 02-251 1
Please use this form when the Developer and Builder are not the same Phone:[phone]
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 J / �t
Site Address: 1 I L5 �31cf 0 [�u(�C-ii 3
Subdivision Name: roQ kber( i r-,�.
Anticipated Dates of Construction Activity: Start: ! 2' 2p 21 Completion: , C f(f ' .2q
***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 PartylPerson
Name: O A t-r P.s C 014
Address: i C) C
City/State/Zip: t-1€.wt tU %cAl4 3.'7U 1). Office Phone:
Mobile Phone:336" 5W-6SLf f Email Address: i1Urke'L?l�/� /er&e 44cii t Lrx+'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. 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.
rr&v Ur � rd1�01 �� Ca �,T."rtc_ I- eX__
Print Name of Financia Responsible Person Signatur o financially Res.. • : Person
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number:

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 It)AS WELL AS'RD'FOR ROAD DITCH OR'CG'FOR CURB AND GUTTER IN THE APPROPRIATE FIELD.
PARCELNUMBER LOT NUMBER DISTURBED AREA(ACRE) TOTAL LOT SIZE(ACRE) DRAUTAGE PATTERN TYPE SPECIAL NOTES
;,6 . 15 . d$ ,A ' CG
g770
�~� LOT INFORMATION TABLE (ADD TABLE(S) IF NECESSARY)

Date:[TJ o"]J,g/ "l PAGE 1
NOTES AND APPLICABILITY TO LOT DEVELOPMENT
VVINSTON-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 individual m pshogle milydweboun.
A vicinity map stxrning 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"Fi-rished",or at final grade.Mass grading with full stabilization has already
1. Title Sheet 1 occurred or mass grading is not to occur.
2. Lot Information Table 2 5- The property does not contain nor have jurisdictional waters within 100 feet of the
EZZ1 lots.
3. Typical Individual Lot Layout With 3 a --- ------ . - -',4:r3--= 6. The site is not located in a High Quality Water Zone
Curb and Goiter }- rJwY . 7 No discharges are allowed into impaired waters
. , r 8, On-site vencleor equipment washing is not allowed.
4. Typical Individual Lot Layout With ' )r a - g�." 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 '.' w. • -, ',II-_ :y' ' 1 11, As of April 1,2019,applicant must apply on-line at deq.nc-goviNCGo1 for the
5. NCG-01 Self-Inspection 5 �; '�. NCG0l permit,if applicable
-=- 12- The Approval Authority reserves the right to require a site-specific erosion control
6. NCG-01 Ground Cover & Material 6 K-' .,"'.` ,/ -; - :-7 plan to be prepared and submitted for the 15 day review cycle.
Handlin x , Y `;� GENERAL CONSTRUCTION SEQUENCE FOR SMALL
7. Temporary Seeding 7 -w� -� i r ,� ,
1 RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
s.` t
Recommendations ,. Prior tc 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 �� y .. 2. Install construction entrances(s).
3- Install check dams and/or erosion control blankets in roadside ditch,where exists.
Recommendations ,.-.-.4 ,,,,,y,* '. 4. Install yard inlet protection and perimeter controls(silt fence,sift fence outlets,etc.)
9. Construction Entrance/Exit • according:o the plan.For contiguous lots with different builders or land owners,it is
10 > suggested that each builder/owner install their own silt fence along the shared parcel
10.Inlet Protection . boundary If silt fence is not required along the front of the lot due to the drainage
11.Rolled Erosion Control Products 11 r� — .-. layout,the builder must provide a measure to limit access through the construction
entrance. Ensure inlets downgrade of disturbances are protected from siltation.
(RECP) 5. Proceed with individual lot construction
12 6. Maintain erosion and sedimentation controls during construction.
12.Silt Fence 7. Provide for ground stabilization after completion of any phase of grading in
13.Silt Fence Outlet 13 accordance with the NPDES timeframes table.Persons responsible for land
14 disturbing activities are responsible for phased inspections to ensure the approved
14.Silt Sock/Wattle For Check Dams PROJECT NAME: n erosion a nct sedimentation control plan is being followed.All erosion control
15.Silt Sock/VVattle For Perimeter and 15 v measures shall be inspected at least once per week and after each storm event of
PROJECT NUMBER_ 1-0 inches or more in a 24-hour period.The self-inspection report,as well as
Inlet Protection instructions for the self-inspection program,can be found at deq.nc.gov/NCG01.
DATE OF APPROVAL: 8. Remove any temporary driveway pipe and temporary construction entrance
immediately prior to constructing permanent driveway-
9. Once construction is complete and all areas are stabilized,remove any remaining
NOTE-FOR ANY PERFORMANCE RESERVATIONS REGARDING THE SEDIMENT CONTROL PLAN(PERFORMANCE erosion or sedimentation controls and stabilize any areas disturbed by their removal
BASED)CR 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.
ntla
STANDARD SEDIMENT& EROSION CONTROL PLAN

at/oil-7— Notes: Page 3
�• -� c' "�' 1. If needed, Tree Protection fencing should
71 111 be installed along the buffer zone, wetland
boundary and/or around protected trees,
r It providing a radius of at least 1.25 feet for
I = 4 each inch of trunk diameter.
2. Install Silt Fence on the low elevation sides
I Tii 4, 14CUSE ,1j, HOUSE HOUSE of each lot. Install Silt Fence outlets shown
on schematic/diagram and field adjusted, if
,_
necessary, for placement at low points. If
"A IIiii_i
lots are contiguous and have different land
CbQ ,J L, owners or builders, each lot should have
ROADWAY ROADWAY ROADWAY ROADWAY
individual Silt Fences.
cURBINLET DGEOFCURB 3. Install required Silt Fence within 10 feet of
r property line to ensure there is no conflict
-r •G• •H„ with septic system. It is the responsibility of
_, the builder to ensure the installation of
ID -411771 I e E % % sediment control measures does not impact
the septic system and repair area(s).
,` , El E % % 4. At least one Construction Entrance/Exit is
to be installed per lot.
HOUSE % ,R HOUK 5. Waste bins and other areas dedicated for
managing building material waste shall be
Ivw
ifs/,lj "
at least 50 feet away from storm drain inlets
' t I L :� or drainage ditches unless it can be shown
L u that no other alternative exists. If this
alio
It' ftOA MAYROADWAY - ROADWAY ROADWAY separation cannot be achieved, these
CURB INLET -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 DM7. Details for Silt Fence, Silt Fence Outlets,
Construction Entrances and other
CONSTRUCTION ENTRANCE INES
measures are provided on additional
CURB INLET ® sheets. Erosion and sediment control
details are not drawn to scale.
till isesil.:1
TYPICAL INDIVIDUAL LOT LAYOUT WITH CURB AND GUTTER

D e: .4— Notes: Page 4
1. If needed, Tree Protection fencing should
t-" "A' s" •c a be installed along the buffer zone, wetland
boundary and/or around protected trees,
—)1 1 providing a radius of at least 1.25 feet for
-ir I each inch of trunk diameter.
11' IL 2. Install Silt Fence on the low elevation
sides of each lot Install Silt Fence outlets
I HOUSE 11, j.1, HOUSE ,II‘ HOUSE HOUSE shown on schematic/diagram and field
adjusted, if necessary, for placement at
low points. If lots are contiguous and have
�, _ L :, 11 L___, ` �:. j different land owners or builders, each lot
a UM t u should have individual Silt Fences.
OOP TD--)--T D-) TD) )TB r ) �D ) ) TO TD ) C TDC 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
of the builder to ensure the installation of
— sediment control measures does not
® 1 impact the septic system and repair
I �i �/ 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
MUSE , HOWE HOUSE HOUSE
managing building material waste shall be
••• at least 50 feet away from storm drain
Tj l l eI I inlets or drainage ditches unless it can be
RA �J L I u ' ::: La shown that no other alternative exists. If
—Fl 14 IJ
D< ) ) TD C fTI DC STD TO 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--ID- 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
1 CONSTRUCTION ENTRANCE sheets. Erosion and sediment control
details are not drawn to scale.
,,, �." TYPICAL INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

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jthte I GROUNDSTABILIZATIONANDMATERIALSNANDI.IFIGPRACTICESFORCOMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITECONCRETEWASHOUT PdgeS
'WITH THE NCGDICQNSTRUCTION GENERAL PERMIT 1. Maintain rdhielea and equipment to prevetdischarge Mlultls. STRUCTURE IMTH LINER
implementing the details and speeMeatlons on this plan sheet will rerun in the construction 2. Provide drip pans under any stored equipment. c x^v'�' .1. -�rx-.�x oerEruweo
activitybeng mnaidered conplent with the Ground Stabilization and Matenak Handing h=-=.=-ir r.h� IN Fha.o
3. Identify leaks and repair as soon as feasible,or rem owe leaking equipment from the iA�•�a•s w reins ,rvc eh OF 3T°r>u=.+ a rxr r.;.B1xErEwasrvour
permttee shall comply with the Erosion and Sediment Control plan approved bythe delegated „�r } s,R.cmncssn^u�
4. Collect ea spent tads,store n seperete cmtalners and properly dispose as hazardous - - uwrvrwNEDWIEN ME uocho
auUtaiy having prediction_All details and specifications shown on this sheet may not apply �• a ��. , a>w sh ID hzEACres,m
depencing on she conditions and the delegated aulhorty having rrisGdlon. waste(recycle when poeeibla)' w&e a a,��. mvrrE o ro ruses rsancn.�
5. Remove leaking vehicles and construction equipment kcal service until the problem !t.,Y.R-it. swma.ks hrvr.: tax.
has been corrected. ea srAPLes vss shxwr�rhrwAsrcuT
mRv_RN WEDS TO BE a...
BECTION E:GROUND STABILIZATION8- Bung usedfuels,lubricants,coolants,hydaulc folds and other petroleum products to SECTION A-A bGLaNrtikTi c e', tOUT 51Pucrn4 uaraar al7n S1PNAGE rvor,Nc
a recycling or disposal canter that handes these materials. EN-""E
Remadmd Ground Stabilization Tlmeframes w_ i. ,-.EAR,wa.a, -
�y�rEe. s n,,oe
Stabilize within O`akricN St.Drrr N .rr JIPT
this m.ry eatimdar LITTER,SIADWG MATERIAL AND LAND CLEARING WASTE nev a:writ E h r; -u tx.noN neTEmamEP
Site Area Description Tsmeframe variations a, in FIELD
days Aar ceasing 1- Never bury or bum waste. Place tau and debris M approved waste containers, sAhnians
s.t
land disturbance 2. Provide a sufficient number and see of waste containers(e.g dumpster,trash r..„u a TrE camrETE WASHOUT
'''''�'''''((('''��� ahxucrwets s+ntreewNNra"Ee
la) Perimeter dices, receptacle)on site to contain consbucdan and domestic wastes. srr,•i H! I r���"�'o" vnEN r*EUOU�oarvoaaa,c
11� �1� i xEw�NEi ASS PF TrE SraVC"='PEa
wales,aches,and 7 None 3- Locate waste containers at least 50 Net Quay from stoms dale inlets and surface waters hh' I• L.Aa v ik>rwace ADEQUATE
perimeter slopes unkas no other alternatives are reasonably available. ri-Ill arh� r�Hu'N t7cuhxcc.wAcnv Olin nwmNnN
4. Locate waste containers on areas that it not receive substantial amounts of runoff two ', �i.,.r.s�is5 h hz"GHEE Co maccu4p
(b) High malty Water win
7 None upland areas and does not drain directly to a stone drain.stream or wetland. i ...ed r •Nu r co"CRETE.,u..w,srrvcDARE
(HOW)Zones a•'.'01'M'alt• WED11 To BE CrSOV aAn0ED eTTN
5. Coverwaste codainers at the and of each workday and before strum events or pmvidE .vrm./.10,Pi I.NAGE Noiwr;r.rv-cr
If slopes are 10 feet or less in length and secondary containment Repair or replace damaged waste containers. SECTION 0-6 nv:rrr FIs
(al Slopes steeper ,
than 3_f are not sleeper man 21.14 days are B. Ancha as 6ghtweigM terns in waste containers during tknea of high'rinds. AeovEGFAEE van riOlj-STMCTURE -•
alfowed 7. Empty waste containers as needed to prevent overflow_Clean up immedately if
-7 days for slopes greater than 50'in containers overflow.
length and with slopes steeper than 4 1 t. Dispose waste off-site at an approved disposal batty. CONCRETE WASHOUTS
-7 days for perimeter dices,swales, 9. On business days,clean up and dispose of waste in designated waste containers- 1. Do not discharge concrete orcement slurry from the ate.
(d) Slopes 3,1 to 4,1 14 ditches,perimeter slopes and HOW 2- Oil one of or rec
ycle cycte setlled,hardened concrete residue in accordance wilt local and
Zones - - ----- state solid waste regulations and at an approved faulity-
-t0 days for Falls Lake Watershed PAINT AND OTHER LIGUD WASTE 3. Manage washout from mortar mixers in accordance with the above item and In addition
-7 days for perimeter dikes wales,ditches 1. Da not dump paint and other liquid waste into storm drains,streams or wetlands place the mher and associated materials on impervious barrier and within lot perimeterpereter
perimeter slopes and HOW Zones 2- Locate pant washouts at least 50 feet away trout storm drain inlets and surface waters at fence.
(e) Areas with slopes 14 -10 days for Falls Lake Watershed unless unless no oiler alme atNes are reasonably mailable- 4. !neat temporary concrete washouts per local requfrements.where appiicabk. tan
lath than 4:1 there he zero slope 3- Contain liquid wastes in a controlled area. alternate method or product is to be used,contact your approval authority for review
4 Containment must be labeled,sized and placed appmprialey for the needs of site. and approval. If local standard details are not available,use one of Me two types of
Note:Alter the permanent cessalon of con strocbn activities.any areas with temporary 5. Prevent lire discharge of soaps,solvents,detergents and other liquid wastes from temporary concrete washouts provided on this detail.
groond stabilization dial be converted to permanent ground slabilzatian as soon as construction sites 5. Da not use concrete washouts for dewatering ar staling defective curb or sidewalk
practicable but in no case longerman 90 calendar days atterthe last land disturbing activity 500boes,SLumwateracoumutared Wthtn the washout may not be pumped into or
Temporary ground stabilization shell be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters. Liquid waste must be
against accelerated erosion anti permanent ground standlzation is achieved. PORTABLE TOILETS pumped out and removed from protect
GROUND STABILIZATION SPECIFICATION1 Instal portable!diets on level ground,at least 50 feet away from storm drains.streams 8. Locate washouts at least 50 feel tom storm trace Vitals and surface waters unless it
or Stabitze the ground sufficiently so that ran cod not dislodge the sot.Use one Mine wetlands unless there a alternatives
no alternative reasonably available.If 50 foot offset Is not can be shown that no other alteatives are reasonably available.At a minimum,instal
attainable,monde relocation of portable toilet behind silt fence or place on a travel pad protection Mahan drrn nlet(s)closest to the washout which could receive spits or
techniques in the table tebmr_ and surround wills sand bags, Marlow_
Temporary$lebdna son Permanent Stabilization 2. Pmnde staking or anchoring of portable tales during periods of high winds or in high 7. Locate washouts in an nasty accessible area.Os level pound and install a stone
• Temporary grass seed covered wish straw or• mh
' Peanent press seedcmvered whth draw foot traffic areas. entrance pad in tont of the washout.Additional controls maybe required by the
other mulches and tactdtere. or other mulches end tackifrers
• Geotexthe fabrics such as permanent soil 3 Monitor portable toilets for leaking and properly dispose Of any leaked material.Utlize a approving aumoty.
• Hydruseedng• reinforcement matting licensed sanitary waste hauler to remove leaking portable toilets and replace vat0. Instal at least one sign directing concrete true.to tie washout within the project limas-
wRolled erosion control tses with or . Ipdvw.edna properly operating unit Poet sigrege on the washout itself to identify this location.
without
Apprpo temporary greys seed
opriatey applied straw u other multi • Shrubs or other Permanent plantings 9. Remove leavings born the washout Wien at approximately 75%capacity to limit
• Plastic sheeting covered with mulch overflow events.Replace the tarp,sand bags or ether temporary stnogural
- Uniform and evenly distributed ground cover EARTHEN STOCKPLE MANAGEMENT components when no Ion ger emotional.When utilizing atemative or proprietary
sufficient to restrain erosion 1. Shaw ducpie locations on plans Locate earthen-material stociple areas al least 50 products follow manufacturer%:Tdnucliens.
• Sbueural methods such as concrete, feet away from storm dealt inlets,sediment basins,perimeter eeciment controls and 10- Al the complaint of the concrete work-remove remaining leavings and dispose of it an
' asphat or retaking was surface coders unless it can he shown no other alternatives are reasonably aveiable. approved disposal facility. RN pit,if applicable,and sfabilze any disturbance caused by
• Rolled erosion control products with grass 2 Protect stoclpde with at fence instated along toe of slope with a minimum offset of five removal ofwashout.
seed feet from the toe of atodpae.
3. Provide stable stone mass point when feasible
-
POLYACRYIANUDES(PANS}AND FLOCCULANTS 4. Stabilize stockade wthln the tmeframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND ROOENTICIDES
1. Select locculavts that are appropriate for the sods being exposed during construction, the approved plan and any addtonal requiements.Sod stabilization is defned as 1. Store and apply herbicides.pesticides and roderticides in accordance with label
selecting tom the NC O14YR List ofApowsed PAA454Receufaats. vegetative,physical or chemical coverage techniques that coil restrain accelerated restrictions.
•
2. Applytlocculants at or before the inlets to Erasion end Sediment Control Measures erosion an dslurbed solo for temporary tar permanent control needs. 2. Store herbicides,pesticides and rodentioldes in met original containers with the label,
3. Apply focculants at the 000ceetratons specified in the NC OIYR Lint afApproeed whleh Oats directions for use,ingredients and first aid steps in case of acondental
PAMS&Fkocefanfa and n accordance with the manufacturers instructions. poisoning.
4. Provide pending area for containment of treated Slonewater before discharging offsite. HAZARDOUS AND TOXIC WASTE 3 Do not store herbicides,pedirade-s and rodenricides in areas where loodng is possible
5. Store Ilocculants In leak-proof-containers that are kept under storm-resistant corer or 1. Create designated hazardous waste collection areas emoteor where they may spit orleak Ito wells.stommngro
und drains, water or surface
surrounded by secondary containment structures. 2. Place hazardous waste containers under cover er in secondary containment. water.Ifa spill occurs,clean area Immediately.
3. On not store hazardous Oa:acals,dolma or bagged materials drecty on the ground. 4. Do rot stockpile these mateetak onaite.
NCG-01 GROUND COVER& MATERIALS HANDLING

rate. Page 1
/ .r
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-steamed 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—May1 -Aug. 5 Mulch
Piedmont lan.1 May 1 g Apply 4,000Ib/acre straw.Anchor straw by tacking with asphalt,
Coastal Plain—Dec.1 -Apr. 15 Coastal Plain—Apr. 15-Aug. 15 netting,or a mulch anchoring tool.A disk with blades set nearly
Mulch 'Mulch straight can be used as a mulch anchoring tool.
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,netting, Apply 4.000 Iblacre straw.Anchor straw by tacking with asphalt,
or a mulch anchoring tool.A disk with blades set nearly straight can be 'netting,or a mulch anchoring tool.A disk with blades set nearly Maintenance
used as a mulch anchoring tool. straight can be used as a mulch anchoring tool. Repair and refertilize damaged areas immediately.Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary
Maintenance Maintenance cover beyond June 15,overseed with 50 lb/acre Kobe(Piedmont and
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch Refertilize if growth is not fully adequate.Reseed,refertilize and mulch Coastal Plain)or Korean(Mountains)lespedeza in late February or
immediately following erosion or other damage. immediately following erosion or other damage. early March.
SEED BED PREPARATION:
LIMING-Apply lime according to soil test recommendations. If the pH(acidity)of the soil is not known, an application of ground agricultural limestone at the rate of 1-1 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.
lW TEMPORARY SEEDING RECOMMENDATIONS
1

Dabs: 1 Page 8
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS
FOR LATE VIANTER 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 2.5-3.51bs/acre*
Centipede 5 lbs/acre Species Rate Indian Grass 5-7 lbs/acre`
Indian Woodoats 1.5-2.5 Ibslacre* Indian Woodoats 1.5-2.5 lbs/acre* Big Bluestem 5-7 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre* Virginia Wild Rye 4-6 lbs/acre* Indian Woodoats 1.5-2.5 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species. See table 6.11.d *Depending upon mix with other species.
from Chapter 6 of the NC Erosion and Sediment Control See table 6.11.d from Chapter 6 of the NC *Depending upon mix with other species. See table 6.11.d from
Planning and Design Manual. Erosion and Sediment Control Planning Chapter 6 of the NC Erosion and Sediment Control Planning and
and Design Manual. Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede-Sept. 1 -May 1 Seeding Dates Seeding Dates
Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 Mountains-Hard Fescue- Aug 1 -June 1
Wild Rye-Feb 15-April 1 Piedmont-Aug 15-Oct 15 Mountains-Switchgrass, Indian Grass, Big Bluestem-Dec 1 -April 15
Mountains for Indian Woodoats and Virginia Wild Rye- Piedmont and Coastal-Switchgrass, Indian Grass, Big Bluestem-
March 1 -May 15 Maintenance: Dec 1 -April 1
Indian Woodoats and Virginia Wild Rye Coastal- Indian Woodoats and Virginia Wild Rye-Sept 1 -Nov 1
Maintenance: are both sun and shade tolerant.
Significant maintenance may be required to obtain desired Maintenance:
cover once centipede is planted. Acceptable for sodding. Hard Fescue is not recommended for slopes> 5%. Prefers shade.
SEED BED PREPARATION:
LIMING-Apply lime according to soil test recommendations. lithe pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 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.
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.
UV
PERMANENT SEEDING RECOMMENDATIONS

Date: Page 9
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Construction: Maintenance:
I 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.
�
E 1 CONSTRUCTION ENTRANCE 1 EXIT

Date: Page 10
2-i)I /6)-4
4' MAX 19-GAUGE HARDWARE CLOTH
MESH OPENINGS) IPZIZ.ZIFwM.1�V�T,il:IvI.ir'iIF�gmv�I:r�fiI.:IiT
. .+_ ,— _—_._ — _— .__-- ----•---- -- -- -- -- -_:ram/
f:RiIli
2, .._.. .:_..
NCDOT#5 OR#57 ,_
WASHED STONE ilf.ir,
faff :WI
f i Idiiii
1_...-.f •....ir
_._..:.:._.:..=.._.._.,_.:... .,:.. _..._.,
NCDOT#5 OR #57 ..._..-
0=!=r:I.►:f:!=f.=! +.=!=%!=!:+.i!=!:!�0:•i%!
FR'ERED WASHED STONE ---_-=-_-_-_-_---_-_-_-=-=-_-_-_-_-_-_-_-
wntE
J
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.
tiii.. ._.� INLET PROTECTION

Da �`1 Page 11
\ �`+ Overlap Overcul channel 2" Lon.itrdinal
l g Ad Stakes at �1 .��1 6'Min. to allow bulking Anchor Trench
3'-5'intervals ,�.`a .'��11�r�_'1 Ilk 1..... cluing seedbed '
preparatlm
.` J � Deagn tt "
--- A Ilp.111111 r Check Slots at 25' 111 l l f I 11 ! !
intervals
(0/7_1\4 rill '
� it el insinstallationASTro
wen erosion control
MB blankets ar lull
ranrerceroeni mats
Initial channel anchor trench t 8'Min
Terminal slope and channel ` J
anchor trench ntermittent check slot Longitudinal anchor trench
Single lap spliced ends or begin new
roll in an intermittent check slot
3'Mtn.
Anchor
Overlap min.Trench
6"Min. and staple al
Overlap 12"intervals Prepare soil and apply seed before 40W
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.
1. Lime,fertilize and seed before installation.Planting of shrubs,trees,etc.should occur after installation. J
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 french 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 feel 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 isa berm at the lop of slope,anchor upsiope 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:1 V,rolls may be placed in horizontal strips.
J ROLLED EROSION CONTROL PRODUCTS (RECP)

Date: Steel Post Page 12
- ` —
4WD(/ 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 J
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 Plastic or
inches above the ground. (Higher fences may impound volumes of " "- Wire ties
water sufficient to cause failure of the structure.) I
3. Construct the fitter fabric from a continuous roll cut to the length of the O 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
5. When a wire mesh support fence is used, space posts a maximum of trench
8 feet apart. Supports should be driven securely into the ground a \— Filter Fabric
minimum of 24 inches.
6. Extra strength fitter fabric with 6 feet post spacing does not require Wire Fence 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. 4Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep Wire
along the proposed line of the posts and upslope from the barrier. and Compact
8. Place 12 inches of fabric along the bottom and side of the trench. :.
Steel Post
thoroughly
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence 1��
performance.
10. Do not attach filter fabric to existing trees. Ups lope
Maintenance: 'Mitt:. • • li
1. Inspect sediment fences at least once a week and after each 1 inch 8" Miff.
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.
,,, SILT FENCE

Date: Page 13
?-if la
jf 4'MIN. H SILT FENCE
t q v q T .
s7 v
/ '-'
.� . • • �.
TOP OF SILT FENCE .
MUST BEATLEAST1' -
ABOVE THE TOP OF
THE WASHED STONE - 9
STEEL FENCE POST
WIRE FENCE FRONT VIEW
BURY WIRE FENCE,
HARDWARE CLOTH FILTER FABRIC,
I AND HARDWARE
CLOTH IN TRENCH
FILTER OF :II STEEL FENCE POST
WASHED STONE • i —�► SET MAX 2'APART
o'i C o� I MIN. 18"INTO SOLID
O•:v0 GROUND
i cb• •••I 3'FILTER FABRIC
o ••••
.�o84jo•
�• ON GROUND NOTES:
o b° oy)gi?• n':;. 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
°o$og::oN I 2_ Stone outlets should be placed on low elevation areas of silt fence and
.°� O1o` bo�•o j based on field conditions.
......:::8 b°O•.dR°o�•:o°i
I MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
j or greater rainfall event. Complete any required repairs immediately.
BURY WIRE FENCE BURY 6"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
AND HARDWARE CLOTH FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
SECTION VIEW 2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
vail
LW a SILT FENCE OUTLET

STAKES
Date: ANGLE STAKES TO WEDGE Page 14
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON WATTLE ONTO GROUND
Diti/ DOWN SLOPE
MATTING
GR ND UllEi
? 4IPIS0vMEEwTRIC
TOP OF BANK
Memo
1i III `y - .:.... ��i■�ii ;;i;S '' . a{
.��, -dam,. i 4 t',
'I —1I = STAKE INSTALLATION SILT SOCK/ WATTLE
• `,..' DOVNSLOPE
I I MATTING — e • ;
CROSS-SECTION MATTINGr. .
V—DITCH SECTION VIEW
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON C
DOVNSLOPE
GR-JrOUND I f a
■=.._.. ..=:. / // / // / / / // !
!Najd I. ' USE A MINIMUM OF 2 STAKES ON
�■■� — USE A MINIMUM OF 4 STAKES ON
' t IYt ;.. li;, =III- f UPSLOPE SIDE
DOWNSLOPE SIDE
I 1 .1 —, < < '.T , ..
t I t— MATTING
' 4 nt
TRAPEZOIDAL DITCH FLOW ` ''GSiiG +•� PE
SECTION VIEW -� •
'
Ditch Spacing For 12 Inch Silt Sock/Wattle _ t, t` . ., s • `..,.�._
—
Channel Slope (%) Space Between Silt Socks/Wattles(Feet) DITCH l \ \
1 100 -1 -
\ \ \
\ \ \
' 1� I
2 50 GROUND I ..• 1 l
3 33 NOTES: PLAN VIEW r
4 25 1 Other materials providing equivalent protection against erosive velocities may be
1
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.
tai,,, ,,, �_ SILT SOCK / WATTLE FOR CHECK DAMS

I—'— Date: Page 15
I
Silt Sock!Wattle Sift Sock/Wattle NOTE:
FLOW— 3" FEp � 3" Area to be 1. Other materials providing equivalent protection
�� it Area to be -
. Protected LI 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. -�-- 2''x 2" 12"Min- -` 2,x 2„ to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sockN/attle(s)should be installed parallel to
and a minimum of 10 feet beyond the toe of a
SECTION 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
1.<p ti Max. 4 F4O "�9 Max, prevent runoff from going around the end of the
silt socklwattle(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 silt sock/wattle is placed in a 4 inch
Wood Mulch or Compost ground 4"Min. trench.
To 1/2 height of log 5. In the event staking is not possible(ie.when
UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION* socks/wattlesreteblocks shalle used on used pavement)heavy
concrete be 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 THAN12". 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 % ' .' needed to allow for adequate flow.
Compost Sock 8 Inch 12 Inch 18 Inch 24 Inch 32 Inch
q
for MulchUntrenched SocksII Area To Be Design Diameter (200 cm) (300 rim) (450 nm) (600 nm) (750 cm) 2. Silt sock/VVattle must be replaced if clogged or
Protected torn.
Maximum Slope 600 Feet 750 Feet 1,000 Feet 1,300 Feet 1,650 Feet 3. If bonding becomes excessive,the silt
Sheet Flow C. Length(K2`Yo) (183 in) (229 m) (305 m) (396 m) (500 m)
Silt Sock/ sock/wattle may need to be replaced with a
Wattle Hydraulic Flow 7.5 gprntft 11.3 gprrdft 15.0 gpm/ft 22.5 gpm/ft 30.0 gpmlft larger diameter or a different measure.
Work Area Through Rate (94 Urnrm) (141 I/m/m) (188 Urnim) (281 Um/m) (374 Umlm) 4. Reinstall if damaged or dislodged.
ill�1R�r 5. Silt socks/wattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
t SILT SOCK FOR PERIMETER AND INLET PROTECTION
i -
J