NCC232109_MODIFICATION Supporting Doc (LOTS 58 60-61)_20240223

2/23/24,8:28 AM Gmail-Review Completed-728,732,and 740 Surrey Path Trl.-SFD Construction
il
Lisa Sizemore <[e-mail]>
Review Completed - 7285 732, and 740 Surrey Path TH. - SFD
Construction
I message
City of Winston-Salem <[e-mail]> Tue, Feb 20, 2024 at 3:21 PM
Reply-To: [e-mail]
To: [e-mail]
Application Type: 04.02)Grading/Erosion Control Permit
Workflow: 04.02)Grading&Erosion Control
Project: 728,732, and 740 Surrey Path TH. - SFD Construction
A/P#: EN2400027
Acreage to be Disturbed:0.61
https://winston-salem.geocivix.com/secure/pi-oject/?projectid=l 233881
Hello Dream Builders WS Construction, LLC.,
Thank you for submitting your project to City of Winston-Salem. Review of the Erosion Control Plan for this project has
been completed.The design is adequate to meet the ordinance standards and the plan has been approved.
Be aware that this plan shall expire three(3)years following the date of approval, if no land disturbing activity has been
undertaken,as is required by Title 15A NCAC 413 .0129. Also, acceptance and approval of this plan is conditioned upon
compliance with Federal and State water quality laws, regulations, and rules.
If you have not already done so, please provide an original signed and notarized Financial Responsibility/Ownership(FRO)
form as applicable.This document is required prior to the issuance of the Grading/Erosion Control Permit. If this has
already been provided,then please disregard this statement. Reminder that a completed FRO form is not required in the
instance where a project qualifies to use the HI3 489 Sketch Erosion Control Plan document.
If this project will disturb more than 1 acre or is part of a larger common plan of development,the Grading/Erosion
Control Permit cannot be issued until documentation is provided that coverage under the NCG01 Construction Stormwater
Permit(NPDES)has been obtained. Please.obtain coverage under the permit at the following website
(hApsaLoc iocs.deq.nc.gov/Forms/NCG01-No)I). Once coverage is obtained, please upload a copy of the Certificate of
Coverage(COC)to the project documents in the electronic plan review system. The Grading/Erosion Control Permit will
not be issued until proof of coverage under IV0001 is provided. Please direct questions about the eN01 form to NCDEQ-
DEMLR Stormwater Program staff in the Raleigh central office. If the owner/operator of this project changes in the future,
the new responsible party must obtain a new COC. ***This approval email serves as the"Approval Letter"that must
be uploaded when filing the a-NOI application to obtain the NCG01 Certificate of Coverage.***
As outlined in the Unified Development Ordinances(UDO)of Winston-Salem/Forsyth County,Village of Clemmons,Town
of Lewisville,and Town of Walkertown, Erosion Control Division staff may periodically inspect sites of land disturbing
activity to determine compliance with the Erosion Control ordinances and the approved Erosion Control Plan. No person
shall willfully resist, delay, or obstruct an authorized representative, employee, or agent of the Erosion Control
Division while that person is inspecting or attempting to inspect n land disturbing activity under the ordinance.
Should you have any questions as you move forward please contact Kent Wall at 336-462-7481 or [e-mail].
i
https.//mail.google.com/mail/u/01?ik=407250dbb4&view=pt8:search=all&permthid=thread-f:1791450689557220164&simpl=msg-f:17914506895572201... 1/2

o�y�ero�ue rT c Bryce A.Stuart Municipal Building
s d Suite 328
Single-Family Dwelling Wm2num 100 E.First Street
City of Winston-Salem Winston-Salem,NC 27101
INSPECT'ONS
DIVISION Field P.O. Box 2511
Exeeflenee through Service Erosion Control P e r m i t App lication 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 financially responsible party/person and will be less than one (1) acre of Fax:[phone]
land disturbance on any one (1) lot.
Lot(s)to be Developed Information
Site Address:728, 732,&740 Surrey Path Trail WS 27104
Subdivision Name: Sherwood Forest
Anticipated Dates of Construction Activity: Start: 1-24-24 Completion: 5-1-24
***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: Robert S Wooten
Address:4001 Country Club Road
City/State/Zip:WS NC 27104 _ Office Phone: N/A
Mobile Phone:[phone] Email Address: dreambuildersws angmail.com
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.
Print Name of Financially Responsible Person Signature of Financially Respo s bte Person
TO BE COMPLETED BY CITY STAFF ONLY:
Date of Application Submittal:
Permit Number:

Date:
PAGE1
NOTES AND APPLICABILITY TO LOT DEVELOPMENT WINSTON-SALEM/FORSYTH COUN STANDARD SEDIMENT AND 1. This plan is for lots with an individual disturbed area of1.00acreorlessfor
EROSION CONTROL PLAN FOR MALL RESIDENTIAL LOTS individual single family dwellings.
A vicinity map showing the boundaries of the project and access to the site is to
2. either be shown on this standard plan or to accompany this standard plan.
A subdivision plat or plan showing numbered lots and the Limits of Disturbance
TABLE OF CONTENTS 3. (LoD)is to accompany this standard plan.The LoD includes lots,access to
Page measures,staging areas,and utilities that may extend off-site.
1- it
Sheet 1 4. Lots are"Finished",or at final grade.Mass grading with full stabilization has already
2 occurred or mass grading is not to occur.
2• Lot Information Table _ 5. The property does not contain nor have jurisdictional waters within 100 feet of the
3. Typical Individual Lot Layout With a Iota.
- -- X; { - 6. The site is not located in a High Quality Water Zone.
Curb and Gutter f" r ! 7. No discharges are allowed into impaired waters.
4 1 �. ( 8. On-site vehicle or equipment washing is not allowed.
4. Typical Individual Lot Layout With {y � 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.
5. NCG-01 Self-Inspection 5 '-' f ., 11.As of April 1,2019,applicant must apply on-line at deq.nc.gov/NCG01 for the
f ) (_ NCG01 permit,if applicable.
t 12.The Approval Authority reserves the right to require a site-speck erosion control
6. NCG-01 Ground Cover&Material B
Handling `r'1; - plan to be prepared and submitted for the 15 day review cycle.
GENERAL CONSTRUCTION SEQUENCE FOR SMALL
7. Temporary Seeding 7 RESIDENTIAL LOT EROSION AND SEDIMENT CONTROL
Recommendations ` 1. Prior to the start of construction,contact the Erosion Control Division to schedule
8. Permanent Seeding 8 e an on-site preconstrvctlon meeting with the Erosion Control Inspector.
f `s { 2. Install construction entrances(s).
Recommendations 3. Install check dams and/or erosion control blankets in roadside ditch,where exists.
g ,.�= �'i- _ 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
10.Inlet Protection 10 y-r" suggested that each builder/owner install their own silt fence along the shared parcel
11•Rolled Erosion Control Products 11 / boundary.If silt fence is not required along the front of the lot due to the drainage
- layout,the builder must provide a measure to limit access through the construction
(RECP) entrance.Ensure inlets downgrade of disturbances are protected from siltation.
12 5. Proceed with individual lot construction.
12.Silt Fence 6. Maintain erosion and sedimentation controls during construction.
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
14.Silt SOCkNVattle For Check Dams 14 disturbing activities are responsible for phased inspections to ensure the approved
PROJECT NAME: erosion and sedimentation control plan is being followed.All erosion control
15.Silt SockNVattie For Perimeter and 15 measures shall be inspected at least once per week and after each storm event of
Inlet Protection PROJECT NUMBER: 1.0 inches or more in a 24-hour period.The self-inspection report,as well as
instructions forthe self-inspection program,can be found at deq.nc.gov/NCGOl-
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.
""° STANDARD SEDIMENT&EROSION CONTROL PLAN

Date:
Page 2
PLEASE COMPLETE ALL INFORMATION FOR EACH LOT TO BE DEVELOPED.ENTER THE DRAINAGE PATTERN TYPE A B C D F G OR H AS WELL AS'RD'FOR ROAD DITCH OR'CG'FOR CURB AND GUTTER IN THE APPROPRIATE F ELD.
PARCEL NUMBER LOT NUMBER DISTURBED AREA(ACRE) TOTAL LOT SIZE(ACRE) DRAINAGE PATTERN TYPE SPECIAL NOTES
0.31
©� 0.31
08..6/Wy 0.31
This plan complies with Chapter 8,Section 4-Erosion C nt of
ot the Ins on- alem/t-orsytn CountyDevelopment
mlist
be ke t on the construction site for reference when insta lin
required erosion control measures.
1813 1 M
LOT INFORMATION TABLE(ADD TABLE(S)IF NECESSARY)

kDate:
A4 J „A„ Notes: Page 3
„B„ "O" "D" 1. If needed,Tree Protection fencing should
FM be installed along the buffer zone,wetland
boundary and/or around protected trees,
providing a radius of at least 1.25 feet for
� each inch of trunk diameter.
HOUSE 2.Install Silt Fence on the low elevation sides
HOUSE eau WRO.
of each lot. Install Silt Fence outlets shown
on schematic/diagram and field adjusted, if
R/W necessary,for placement at low points. If
�-- lots are contiguous and have different land
owners or builders,each lot should have
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" "F" "G" "H" with septic system. It is the responsibility of
the builder to ensure the installation of
sediment control measures does not impact
the septic system and repair area(s).
`� `� �i' 7� ✓� 4.At least one Construction Entrance/Exit is
to be installed per lot.
ROUSE NOUN �101mom 5.Waste bins and other areas dedicated for
managing building material waste shall be
`� r! at least 50 feet away from storm drain inlets
R/W
or drainage ditches unless it can be shown
— that no other alternative exists. If this
ROADWAY ROADWAY ROADWAY ROADWAY separation cannot be achieved,these
CURB INLET EDGE OF CURB areas must be contained behind Silt Fence.
LEGEND: 6.Inlets downstream of disturbances should
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
CURB INLET measures are provided on additional
sheets. Erosion and sediment control
details are not drawn to scale.
R
TYPICAL INDIVIDUAL LOT LAYOUT WITH CURB AND GUTTER
IV D s.z.,

Date:
Notes:"o" Page 4
1.If needed, Tree Protection fencing should
be installed along the buffer zone, wetland -
boundary and/or around protected trees,
=4 providing a radius of at least 1.25 feet for
each inch of trunk diameter.
_-7> 2.Install Silt Fence on the low elevation
sides of each lot. Install Silt Fence outlets
HOUSE Ha'� MOUSE HOUSE <-- shown on schematic/diagram and field
adjusted, if necessary, for placement at
low points. If lots are contiguous and have
R� _ different land owners or builders, each lot
EOP ram—}r �-rD •T. TAT �V should have individual Silt Fences.
3.Install required Silt Fence within 10 feet of
property line to ensure there is no conflict
with septic system. It is the responsibility
"G "H" of the builder to ensure the installation of
_- sediment control measures does not
impact the septic system and repair
area(s).
Jij vl 4.At least one Construction Entrance/Exit is
to be installed per lot.
'�"� `� �/ C HausE Moue 5.Waste bins and other areas dedicated for
L managing building material waste shall be
at least 50 feet away from storm drain
RM inlets or drainage ditches unless it can be
T.
TD
shown that no other alternative exists. If
TD Epp T ETC TD TD TD
this separation cannot be achieved,these
areas must be contained behind Silt
LEGEND: Fence.
FLOW DIRECTION -_ 6.Inlets downstream of disturbances should
SILT FENCE _ be protected;streets should be swept
when sediment from the construction
DIVERSION DITCH --TD—TD— activity is present.
WADDLE/SILT SOCKS > 7.Details for Silt Fence, Silt Fence Outlets,
SILT FENCE OUTLET IRE Construction Entrances and other
measures are provided on additional
CONSTRUCTION ENTRANCE sheets. Erosion and sediment control
✓✓,,�� --- -- details are not drawn to scale.
N TYPICAL_ INDIVIDUAL LOT LAYOUT WITH ROADSIDE DITCHES

Date:
OF PARTa.SECTION G,ITEM(4) Page 5
Sediment basins and ha g ORAWDOWNdrawwa MENT BASINS FOR MAINTENANCE OR CLOSE OUT
"Ps that receNe rmoR from drainage areas of one sae or more shay use outlet strucNres that vrthdmwwaar Rom the Surface when these devices need a be drawn down for maintenance or dose out unless this is infeasible.The circumstances in which H s not
feasible to wBhdrawwater Ram the surface Iraq be rem(for example,times wN1 eMeMed mid weather).Non-surface w hdmwem from sediment basins shag be agowed orgy when all of the mpowir[g criteria have been meF'
(a) The non- plan withrahasbeenprovideddadocumentation of then in accofewewaxelantl thespedfic time periods or mrMitionso which H win—The nonsurfam withdrawal shelf not commence una7 the E&SC plan authority has approved these Hems.
@) The norwrdace withdrawal has been repotetl as an anticipated bypass m accordance with Part III.Section C,Item(2)(c)and(dJ of this p.-ft,
() D watering discharges are"It"with controls to minimam discharges of pagmares from smmwater that is removed tram the sediment barn.Exam es f appropriate
weasee
(d) Vegemted,upland areas of the Wtes or a properly designed stone pad is used to the extent feasible fifth.outlet of thedewaterirg trea%ant devices d.saibetln ft..(c)above.include praperiy sited,designed and maintained detvatenrg tanks.weir tanks,and fikmtian(a) Velocity dissipation devices wch as shock dams,sediment traps,and riprep are Pmvi iad al the discharge
(I) 4gediment removed from the dewatenng treatment devices described in Item(c)above ad pointsoffig-notica device.,and
.posed df In a mannerthal does not cease rkmsitbn of mtlimant Into waters othe United Stales.
PART
SELF4 SPECTION,RECORDICEEPI4G AND REPORTING P�1TM P I SECTION A:SELFaNSPECTK)N SELF4NSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDIO=EPING—0 REPORT eae SalRinspecponearerequiredduringrtartnalbusiness n¢umnaccordance with the bible SECTION a:RECORDKFEPING SECTION C:REPORTING
babes.lhhen adverse weather or siremnotions_M cause the safety oftheinspection 1.E&SC Plant basomenletfon 1.Occurreroes that Most be Reported
personnel m be in jmpardy,the inspection may be delayed until th¢red business day on The approved E&SC plan aswelf ea arty approved deviation shall be kept on the site.The Pem ithm.shelf report the bla—,omunenms
green Rih safe Inch
cc the inspediono_adtlition,when astornevent of equal to or approved E&SC plan must be kept up4o-,NN throughout the coverage underiNsp—iff,The (a) VIWMe Setliment tlepasNon ina stream fir welard.
In
greater than t.0lnch occurs oWsitle of normal bu5ness hours,tree selNnspedian shag be fallowing keme Pertain to the E&SC plan chap be kept on site and available for inspection at (b) Olf spills th
perforated upon the commencement of the nest business day.Arty time when Inspections fig times during normal besimme hours.
ware delayed shelf be noted in the Inspection Record. They are 25 gagons or more,
Impact Fraquanry Inspection re cords-1 mckrae; They are lesethan 259allone bid.-at I leaned upwfthin 24hours,
b unng sirenormal Nam to Daeunem Document Requiremerus The cause sheen on surface wamm(regardless of volume),or
business hours They are whin 100 feet of arfam waters
()Rain gauge Oaky I minfa am.u
nh. lfltlal atd tlaa each E&SC nfeawr•on (regadkssotvoWme).
imam din ff NRynd-Souselbsa finds,
",I2 a�Of (c) Rate...of haamdous substances in excess ofre Portable g weekerd (a)Earn E85C measure has been Insaletl and pgovetl E&SC pan or mmpiete,date and po quantifies antler Sedan 317
a adwuddng holbayPericis.Intl no intlividuabay retrial InforrreHonN doe.not sign'dicently dovls(e from the,.,,ru, sgn an seam tlonrepod Mat kaa Basil E&SC of the Clean WaterAd(R¢t.q0 CFR 110.3 and 4a CFR 117.3)or Sector 102 o/CERCIA
other ays'tlabb,rend the mrsulativa rain measurerrent forthoze Gmrendons antl relative elevatlare shown on the care shown on the approved EWC plan.This (Ref:40 CFR 302.4)or G.S.14 21 S.w.
udabeddeddays(mismlidetenduffo 'hall
be. approved E&SC plan. �adoam nden-o a Nquked upon the Imikil (d) Anticipated bypasses antl umntid tedbypasses.
needed).pays on mom no y me another
shell ni racartletl stagatbn of Me E&SC measures am mothered
a zero.•Thodby the OMkn,.e another minmonkoting n after Initial Installation. (a) Noncompliance with the conditions of this permit that may endanger health or the
deice approved by the Divisor. @)Aphau olgreNtg bee beenm erwim ment.
(2)E&SC AtN—res Pert 1,mentlfimdon of the rmasure.nspeded mpbtad. Iwltlal and dateacopy.f,N approved EWC plan 2.Reporting Timefmrnes and Other Requirements
Measures Nandar days and 2 Dam and Time of the inspection mmpleta,date and Wan an inspection reportm
within 241rours d 3.Nam afthe Person performirgthe inspection adimte-collation of me mmoroko n,Phase. After a Permikee becomes aware of an occurrence that must be reported,he shag mnad the
a event 11.0 4,Indillb..<whether the measures were operating property (c)Dr-Ner-1h bc-4 and staledn Initial antl date dm If appropriate Division regional once within the Gmehames antl inamodance with the other
Nchm24hours. 6.Oescdpdondmaamnanm neatls ror the Treasure acmmarlm with the approved E&SC m PPraved EasC plan requirements listed below.Occurrences outside normal boemas ha=omy also be reported
pan. or mrrlpkte,ties.and sign an inspe tan report a m the DePerbront's Ervkonmamai Esm ge sy Ceder personnel at(&OD)&S&0368.
6.Desai Lion,EVMence,antl dam of mrtectiue ad"cans bean hmiwm mrrolanw v4gl appoved gourd savor
(a)3mmrwtar At bast a..Per 71.'a oriceii—thetis,ift aoutfaIs iNped°d specfimgorm 1]mlaaenca Re rtn Tunefrerre After Dismv ¢rd dberR u mega
discharge celendar days and 2.DateaM Time of ma inspection (•) • •Withinim M1ours(Ifto-isco-0nicngtificetlpn,in
udapc(SDOs)vhtrin 24 hours of 3.Name of the person padonNng the Inspection (d)The malmnance eM repair requlremana far C,mple*data and sign an Inspection re➢oft sepntert •WiithIn 7CWeMar Days,aro—'Mat contain.a tlescriptlonolme
a rain event a l.0 4.EvW.nm ofindbamrsofsmrrmvatarpollutbnauehaso0 •mE&SCr^a--have bean mrarmad. eetlimemeMactime mkenmahat.wens,dearthetl
Irish In 24 hours. shean.MINS or susmnded seeds or discoloration dtreammwetland aasN MaRmaywaiva mar apoamon.
5,br icola of vizibb seaimem leavn9 the site equbemeta ror a written report m,a o•e-
6.Dnaiptidn,Ettlance,antl ties.mire :d,ms taken by—se bells.
(4)Psrimeter At teast°nce Par]Hvisibb 5ed'ercmado^ie feuntl oxhide site Fmia.den rem (e)Comdive actions have bean taken m E&SC loidal and dam a copy a rre a pan •If"-stream a ronrd on the NC?03(tl)TiW fie impalretl for sedimerrt�pprnved m. reatetl rau y,me Peones'may be required to perform asamery
an6Re ceendar days antl otmv ba4vdn9 shot be cootie: d rtreesures. rdicats e,stem leroo an inaacdon remrtm mortodng,irlspectiors orapply more"""m practices""""
..I 24 hours of 1)Adionsfaken to dean upar sabil¢e Setliment mat haz art ontl•aL the mmpletmn attire ranediw actin determine mataditieral'event 21.0 the site grri4 negliremeda art neCdatl tpaeale¢
inch in 24 hours. 2)Description.Evidence antl data of mnectiva action taken 2.Additional Documentation to be Ke m 'amwllhihefederd"r m Nmdtl temmndmom.
3)An ex as Pt on Site (b)Da spits and •WMin de Noun,an dal electronic ro neas.Ties mtlfimtio 5_
planation come acupns mkenm control future In atldihon to E&SC plan dotumeds above,the Mowing Hems shall on tiro release of rebuses Ike end available ror inspedom al al tlmea tlurlog normal business hours,unless the of spi rNesebeW ma bem,tlmq nature,vduvw aM beatlon
(5)streoms r Pt toast once trezaroou¢
walatds mandarda fir ttmestr.anc.—aria has baeasativisible setlinenmibn or Divislonprowdesaske•specificex¢mption based on unique site condbonsthat make substances par
ysantl has viable iromased turbidity from the consbu INN edK.than this requirement not pmcllcl; keml(b c)slm
onsae or wehln 24 hours of a recant of be folawing shalt be made: I.)Anticipated A
o�Hes(where Ian event 11.0 1)Descdpfion.EvkNnm.nddabofmrective ackonstaken (a) Thls General PetmH asweg as the Certificate o/Covea bypasses 4e CFR namer 9/east fen days f��ft dam of Me hypes;dpaseble
e sfob) inch in 24 h.— Mcconds of equiretl reportscome apprapriete Division CO-raga,after H is received. hype, m(3 The report shal Include evaluation of tip anticipated quality and
Regional ceper Part Nit,Section C,lam(2)(a)dmis pemg[ (H)1 efted aftlreb
(6)broX—a After each phase 1,The he ofgmdmg(inshlbdon of (b) Rammscfirspectiols madedurkfgthe previoustweNe months.The (d)u^a^dci rotikcefbn
f tlin. measures.dearin perimeter E&SC permits..shag bypass¢s 4DC •Wllrin 20 Hoare,an eel or
SabJ.foam ogre g g and grubbing.nsalfation of storm 0 8 d the regWretl obseNahans on the lnspedian Record Form provided by the Division ] 'Within 7 calendar days.a report that includes an evanakon°fthe
Moasures drainage faciFties mmpledonafag Nn"Imabinp activity, similar Inspection form mat includes ale the requiretl elements.Use of 122.41@t)(3)] 1uaBy and eHec[of tlteM
mnsvudfon ormdavebpmem,permanent ground cover), eler nlopltyavalleab�emrd9niieu oferequired paper copies wlfl be agawed if to Nonxxfmplian •Minianaalorelestrorkmdlcsfi-
2.poeumenabun mature required9round sabhution site t prod.q I cross antl utility asthe lmdcopy rends. with me mrdidow •NMhln 7 calendar days,a report that comalrs a description of the
measures havebaenprovldsd ssithintharequlredieso me 3.Documentation to be Retained for Three Years ohms parrot that roroamplance,am its muses;the petlotl of no—pli—,k�rdng
—rerim that""wit ba pravid.d as coon es passible. Ag data Lead to complete the eid0i antl an Inspection rends shag be maintained for a periotl he lIX er exact tlatea and time¢,aM @the roperiod lance has not been
NOTE:The min napectlon resets the requiretl?celentlar day inspection requirement. afthree years after project completionand made available upon request.]40 CFR 122.41] health m the ete 40 coreded,the antldpatM time mnmmpgaroa aexpecmtl to mrAnue;
CFR122.41(0(7)I and amps taken pamatl m retiree,eliminate and prevent
er[ce oththeem r—PI.—(40 CFR 122.41(I)(6).
tT iebn saRmey waive the"Wromere(or a mitten re"A al a mle�
se bees.
NCG-01 SELF INSPECTION
_.f,l

Data: +ROUND STABttDATION AND MATERIALS IIANDLtfgO FRAOTtGEa FOR COMPLIANCE
WITH THE NCGOI CONSTRUCTION GENERAL pE N EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
a pkmenbre Me 1, "1 aria 1. Moment vehlcke and equipment W roe offtxd.. STRUCTURE MATH LINER Page 6
peaficatlom on tld¢Plan sheet wi resale in the cpnahuction Prevent tlischa
c,som being
considered complaM w➢h Me Ground Stabilftafi°n ant Materials Handball
2. Provitle drip pans antler any stored equipment L$L4 c Ju tots
cec➢orrc of Me NGGD1 DonatrucXcn Gere:al Pemm(Secgom E and F,respectivey).Th. a. dermiy leak.ant repair as-has ralmm e,or remove leaking equipment hem the CUJ�'iFF nox o[rmx
per my shin comply With the Erosion old Sediment CorNol plan apash by the dekgatetl pm acs OT_ 9 tr�" �oaar.mr.t
depa my having s ontstgo Air tleails and¢peciflcatbns sMwn on Mash
may not appy a, Cdket A spent golds,store in separate conam-and properly dispose as hazardous r
depending on ske c.ndgors antl the delegated authority having juMdhtim, wa.l<(mcycle when possible). skli�NumwsaixELrm.
5. Remove leaking vehicles and conatrucgon equipment from service until Me problem oawsnvp.r sae smuancoms-eal ce
has been corrected.
SECTION E:GROUND STABIl11_4TION 5. Bring sedfoals,lbricaMs,comas$,hydrauge fluidsaM oMar petroleum products to SECTION A-A oasrea EEtav sax rvtTMxs toe mt.aav
Required Ground Stab➢kation Timeframe arecycing or disposal renter Met handle.ihece materials. aa�era Osvee
Stab➢"via wiihh 3Li( lox e-xzs m wwxao
Site Area Description this many cabentlar Tbmeframe variations L1TTBt BUILOING MATERIAL AND LAND CLEARING WASTE )area.
day.after ceasing 1, Never bury or bum waste.Place litter and deim"approved woes mMaWers. Ms n antl dlsarbaree 2. Provideaeulficiem numberand ske of vreate conainerm dam iu Op ou oareaxx
(i) Svm Perimstar dike, recepade)on site to coheir conahucfien and tlomesik waetea. der,trash U
perimeters. ielto
oes,and ] Nona 3. Locate made comak"at least 5o feet away a..storm drain IrieN ant surtaca haters U ono
pea unkas no other ahemalfvea are reasonably available. Na a.ec ce T1.1 res l
(b) High Quality Water 4. Iscah:wale containers on areas matdo not receive substantial amounts of-Iffrom g U rvMarvvn "ate
(HOW)Z.- T None upend axes and tines not drain dkectly,to..W-drain,dream or wetland, Uo r eisunrxe
5. Cover waste cOntimers at the end ofeach Workday and before storm events of provide o a�]oeeclaMrNxxsowtnn(c) Slopes steeper T IfsbPes are lO Ne[oakas In length ant eeeondary ordainment Repair or replace damaged waste conainero. &woawF,afrm.r epxaAexonxo oeWce
I
3:1 are not elector than 2:1,14 days are 6. Anchsrag➢ghtweight ltem9 in-at.containers during times of high Winds. SECTION B-B alsr°Ps
77 allowed ]. E:mpy vraeto containers as .ad.to �e.avawns�ssa
length
and wIopIIOP-I Iteop.1thanter than W c.mahrera-Aow. Prevent ovemow.Clean up lmmetliahyif
length and wind slopes ahepa elk,4:1 g, [AsPOs-waste I-at an approved di
-]dame tar'll-terdikes,awaks, sposal s,Ind CONCRETE WASHOUTS
(0)Slopes 3:1 W d:i 7d ditches,perimeter elopes antl HOW g, CM bumrresa days,clean up and dispose of wane in tlecignaletl waste conferrers. 1, Do nob tllscharoe conerea or camera¢luny M1Im Me ske.
Zones 2. Dispose of,or recycle settled,hardener,con-to residue in aevordance with local end
1.day.for Falls Lake Watershed PAINT ANO OTHER LIQUD WASTE sat°solid waste regulations ant at an approved oc,lky.
-7 days for perimeter
1.1 AranowR ckmss P paeand dikes,swales,cliches i. Do not dump pa1M and omet liquid Waste into storm dmina,streams orwetlentls. 3. Manage washout from mortar mkers in Ottomans with the above Rem and In addition
<nnear slo Place Me mixer end associaatl materials on impervious bamaf antl Within let perimeM
HQWZones 2. Locate paint Washouts at least 50 Net avrbyfrom atone drain inlets and surface waters aft
fence,
Minor Man 4:1 14 -10 days for Fans Lake Watershed unless unless no otheraltemadvec am reasonably available. 4. Insall remporaryloncxh washouts per local requirements,vMere applkable.Iran
there Is zero slope 3. Contain(quid mass In a controlled area. alternate method Or product Is to be used.conmct your approval authority for reviow,NOS;Aft.rM.p--rd.-U.n of construction aclWiffs,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for Me needs of ske. and approval.Nlocal standard detail,are trot avagable,ppr one alho the Nroty reaof
ground stabilzaton shall be convened W permanent ground stabn¢alion as soon as 5, Pravent the discharge ofaoaps,advents,detergents and other liquid tvastea hom emporary Concrete washouts provided On Mls d<ta0.
Pxmlcable but In no sale longer flan 90 calendar days after Me last land disturbingaoway. aanNnemon sites. 5. De not use....tale Washoua for dewatering or storing delective curb or sidewalk
Temporary ground aablkation shah be malMainetl In a manner to render the.urtace stable sections.Stannwater....mWatetl witldn Me washout may not be pumpetl Into or
e ainat to erosion anti manent rountl sabllkadon is achieved. PORTABLE TOILETS discharged m the Won drain system or receiving Sunace waters.Liquid waste must be
pumped am and removed ham project.
GROUND STABILI7ATION SPECIFICATION 1. Instal Portable legal.on level ground.It I..t 50 feet away hom stoma drains,abeam. 6. Locate Zeoua at least 50 feet hom sham drain I*t-dsurfacamtersumesau
-is.Me ground sufficiently an that rain will not dislodge the soil.Use one of Me a'Walk Isla unless Mere is me aftemative reasonably available,If 50 hot offset ids let can be shown that no other afte-aa are reasonably eveMbl<.At a minimum,insist
techniques In the able below: ri atnslZ provide relocatlon of portable diet behind sift fence or pace on a gravel pad protection of sham dram Inlets)closest to the washout which could receive a I➢a or
Tent Ira Stabilization Permanent Sablli.Mm old Surround With sand bags. p
IWamlw.
Temporary grass se ad cov..d wih crew Pemsnentgrass seetl..'ad wgh straw 2. Povde seeking orarehoring of portable togea during periods of high winds or in high 7. Lncatewaahouainan eaally.ccesalbkama,onlevelgmundandinstanashne
oMer-di asend tackifiers. or.Mer mulches and h a-Z WotixNl<areas, entrance pad in front of the-about.Additldnal controls may be re Hydroseeding Gseotaxtik abrks such es permanent sox 3. Monitor portable inlets for I..W g and proPady dispose of any leaked material,UNke a approviI ad In fM/. Y quired by Me
Rogetl erosion conhoi productr wind pr leWmamam mvMng liceneetl sanitary wa&e hauler to remove leaking portable toilets and repots with 8. InsaA at least one age dlrecgrg corereta tacks W the waahoN wiMin the project limfts.
Without tampomry gress seed Hyd-ding prop.p_rh•operating unit.
Appropriately eppl.d show oroaer mulch Shrubs or Met permanent plantings Post signage on the washout itself h identiy this location.
R..Uc sheeting savored with muI.h 9. Remove leavings hom Me washout-at approximately 75%capacity W llmft
UnRonn and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT ovemow avenbu.Replace Me burp,sand bags or other temporary structural
sumd$or a restrain erosion co Ponemawh°n no longer fun-ml.Wren milking shemativa or proprietary
SfmCurml maM-da such a a concrete, i. Stow Nockplle ilcallona an pans,Locale aerthemmatedal stockpile areas at least 50 products,follow mdnutatturey$inam-Mma
asphaltoInmillh,walls fern away Man$tern drain lnlea,sediment basins,perimeter sediment ons a"and 10,At Me completion of the cohcmte worth,redo remaining leaving. Wdkpo¢e of in an
Rollad e-Ial control produce vdM gross audace waters unless it can be Shown no other aftemativea are reasonablyavalable, approved disposal is fly.Fill pit,Rapplicable,and stablke any maturbance caused by seed 2. Prated rdockpi,with sift fence installed along Wo of same With a minimum offset of five removal of washout.
Nat from Me Ice OF ateckplle.
3. Pnvide sbbk stone accesspolMwhen Wasibk.
POLYACRYLAMIOES(PAMS)Arm FIOCCULANTS 4, Sabilkestockp➢e wilhrithe timetrames provided On this sheet and in acoordancowth HERBICIDES PESTICNOES AND RODENTICIOES
1 8e loci floceulanta Mat are appropriate for the soils being exposed during canshucb<n, Me ePP-.d plan and any,additional requimmena,Soil stabllkation is defined ea 1. Store and apply herbicides,pesticides and rodenticWes tnaxomarrce with Abel
selecting from Me NC DWR LEatofAppmved PAMS/FWccu)snta, alleative,phy$Ital or chemical coveage techniques that
wig restrah accelerated restrictions.2. Apply iloccullns at or before Me inlets W Erosion and Sediment Control Measures. .male^".dlatxbetl-olio foramm$dry lr Penmanem control needs. 2. Store herbicides,posticldes and rodendcldes in their original contaMers with Me label,
3. Apply flocculants at the concentrations specified in the NC DWR List ofApproyed vAricM1 lists mrmctions Wr use,IngrcdlenM ant fins aid stps in saes if ec.ldenat
powPAMSFr.eeulerna antl in..Ili ice with Ina,me-r-turefa lneWltllns. widen 1ny
4. Provide pending area for containment oftreatetl Slormr2ter before discharging ogsRe. HAZARUWB AND NXIC WASTE 3. Do rot store M1ertkitlea,peaficidea and rotleMkdes in eases-flooding is pomibk
5, Store tkceeana In talk-proof canaaera Mat are kept under SNnnzistant cover or 1. aaaa deagrreWd ha rd-wash colection areas stele, or where May may spll orleak Into we➢e,s[ormwahrtlrahre,-flooding Isunace
surrounded by secondary containment stmctums. 2. Ptace hazemoua waste eomainerm antler rover or in secondary comalnrrem. -or.if a spill occurs,clean area lmmetlutey.
3. Do net atone hazardous chemicals,drums or bagged matadal$directly,on the groud, 4. Do not stockpile these materials ona➢e.
NCG-01 GROUND COVER&MATERIALS HANDLING

Page 7
Date:
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
Species Rate(lb/acre)
Rye(grain) 120
Annual lespedeza(Kobe in 50 [Intho
EMPORARY SEEDING RECOMMENDATIONS FOR SUMMERFlains—Aug.
EMPORARY SEEDING RECOMMENDATIONS FOR FALL
Piedmont and Coastal Plain. ding Mixture ng Mixture
Korean in Mountains) Species Rate(Ib/acre) ecies Rate(Ib/acre)
Omit annual lespedeza when duration of temporary cover is not to erman millet 40 grain) 120
extend beyond June. Piedmont and Mountains,a small-stemmed Sudangrass may beSeeding Dates tituted at a rate of 50 Ib/acre. Dates
Mountains—Above 2500 feet:Feb.15-May15 15-Dec.15
Seeding Dates Coastal Plain and Piedmont—Aug.15-Dec.31
Below 2500 feet:Feb.1-May 1 Mountains—May 15-Aug.15
Piedmont—Jan.1-May 1 Piedmont—May 1-Aug.15 Mulch
Coastal Plain—Dec.1-Apr.15 Coastal Plain—Apr.15-Aug.15 Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt,
Mulch netting,or a mulch anchoring tool.A disk with blades set nearly
Mulc h 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. LRlie
ht can be used as a mulch anchoring tool. Repair and refertilize damaged areas immediately.Topdress with 50
Maintenance lb/acre of nitrogen in March.If it is necessary to extend temporary
tenance cover beyond June 15,overseed with 50 lb/acre Kobe(Piedmont and
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch rtilize 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. diately 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 i
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

F�SEEDING
Page 8
NON-INVASIVE PERMANENT SEEDING
VE PERMANENT SEEDING RECOMMENDATIONS __ - _- RECOMMENDATIONS FOR FALL
R LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE
IXTURE RECOMMENDATIONS FOR SUMMER Species Rate
Species Rate FSEENG MIXTURE Hard Fescue 15 Ibs/acre
Centipede 5lbs/acre cies Rate Switchgrass 2.5-3.5lbs/acre`
Indian Woodoats 1.5-2.5 Ibs/acre* n Woodoats 1.5-2.5 Ibs/acre* Indian Grass 5-7 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre* inia Wild Rye 4-6lbs/acre* Big Bluestem 5-7lbs/acre*
Indian Woodoats 1.5-2.5 Ibs/acre'
*Depending upon mix with other species.See table 6.11.d g upon mix with other species. Virginia Wild Rye 4-6 Ibs/acre*
from Chapter 6 of the NC Erosion and Sediment Control e6.11.d from Chapter 6 of the NC
Planning and Design Manual. Erosion and Sediment Control Planning *Depending upon mix with other species.See tablePlanni from
and Design Manual. Chapter 6 of the NC Erosion and Sediment Control Planning and
Seeding Dates Design Manual.
Coastal or Eastern Piedmont for Centipede-Sept. 1-May 1 Seeding Dates
Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 Seeding Dates
Wild Rye-Feb 15-April 1 Piedmont-Aug 15-Oct 15 Mountains-Hard Fescue- Aug 1-June 1
Mountains for Indian Woodoats and Virginia Wild Rye- Mountains-Switchgrass,Indian Grass,Big Bluestem-Dec 1 -April 15
March 1-May 15 Maintenance: Piedmont and Coastal-Switchgrass,Indian Grass,Big Bluestem-
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
cover once centipede is planted.Acceptable for sodding. Maintenance:
------- -_ SEED BED PREPARATION: Hard Fescue is not recommended for slopes>5%.Prefers shade.
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.Apphi 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 pos:;ible,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 fertili:er 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
became sealed or crusted,loosen itjust 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 requi-ed 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 inclides 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 unt l 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.
PERMANENT SEEDING RECOMMENDATIONS

Date:
Page 9
�o
Q D D
or to
rI(Ot.
/ D D /�D D D D D D D yOuse
D D D D > D D D D D D D
D D D D D D
f 6"Min. D D D D D D
D D D a
2-3"Course Aggregate
D 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 sedimeni 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.
CONSTRUCTION ENTRANCE / EXIT

Date:
Page 10
4' MAX 19-GAUGE HARDWARE CLOTH
F /� (4 MESH OPENINGS)
3'
NCDOT#5 OR#57 2'
WASHED STONE
16"
NCDOT#5 OR#57
ate° 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 inlel, 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<in 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.
INLET PROTECTION
E FECTiV'EDATE 09128IW2i

Data:
OvedaP � Page 11
6"Min. Overcut channel 2" Lo "dinar
Stakes et �. to allow bulking Anchor Trench
T-5'intervals during seedbed
o preparation —7■—
n
Design Depth
n - intervalsCheck
Slots at 25'
� r
12" n Typimli aranon
Mth erodon control
blanket,or tort
........ .. r,ini—eot-ta
C Min.
Initial channel anchortrench Terminal slope and channel ,w
anchortrench Intermittent check slot Longitudinal anchor trench
Single-lap spliced ends or begin new
........................
..............................
...............................
3"Min. ............................... roll in an intermittent check slot
..............................
- Anchor 6"x6"
Overlap min.Trench
-6"Min. and staple at
Overlap 12"intervals Prepare soil and apply seed before FLOW
...................
installing blankets,mats or other
....................
Staple Overlaps
...................
-- --- temporary channel liner systems
............................. Max.5"spacing
..............
Bring material down to a level area,
......................
tom 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.
2. Slope surface shall be smooth before placement for proper soil contact.
3. Design velocities exceeding 2 feettsecond 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.
S. For installation on a slope,place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 2. Good contact with the ground must be maintained,and
inches deep by 6 inches wide.Pin the RECP at 1 foot intervals along the bottom of the trench,backfill and compact.Unroll the RECP down erosion must not occur beneath the RECP.
the slope maintaining direct contact between the soil and RECP.Pin using staples or pins in a 3 feet center-to-center pattern. 3. Any areas of the RECP that are damaged or not in close
7. 11 gauge,at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring. contact with the ground shall be repaired and stapled.
8. Grass-lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats 4. If erosion occurs due to poorly controlled drainage,the
9. Check slots to be constructed per manufacturers specifications. problem shall be fixed and the eroded area protected.
10. Staking or stapling layout per manufacturers specification. 5. Monitor and repair the RECP as necessary until ground cover
11. If there is a berm at the top of slope,anchor upslope of the berm. is established.
12. Do not stretch blankets/matting tight,allow the rolls to conform to any irregularities.
13. For slopes less than 3HA V,rolls may be placed in horizontal strips.
I r .
I.._.� ROLLED EROSION CONTROL PRODUCTS(RECP)
i

Date: Steel Post Page 12
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.
2. Ensure that the height of the sediment fence does not exceed 24 Plastic or
inches above the ground.(Higher fences may impound volumes of Wire ties
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the 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. 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 ban ier. 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
performance. U pslope
10.Do not attach filter fabric to existing trees.
.4—
LOU-
Maintenance: '
min,•
1. Inspect sediment fences at least once a week and after each 1 inch 8"Min.
rainfall.Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse,tear,decompose,or 24"
become ineffective,replace it promptly.
3. Remove sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence.Take care
to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage CROSS SECTION VIEW
area has been properly stabilized.
(W € SILT FENCE
P111101100-
EFFECTIVE DATE:09/28/2021

Date: Page 13
N MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE FRONT VIEW BURY WIRE
HARDWARE CLOTH FILTERFENCE,
FABRIC,
AND HARDWARE
FILTER OF#57 CLOTH IN TRENCH
° STEEL FENCE POST
WASHED STONE
0 SET MAX 2'APART
° � MIN.18"INTO SOLID
00�0° �°O GROUND
�°r pO &FILTER FABRIC
OQOOZoSO�� ON GROUND NOTES:
0 ° �OOp"3�0' 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
0
0
oo0 oo�°go 2. Stone outlets should be placed on low elevation areas of silt fence and
00 04 0 o based on field conditions.
°o�o
MAINTENANCE:
1. Per NCG-01,inspect outlet at lest once a week and after each 1 inch
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.
tt11 _ SILT FENCE OUTLET
FFECTIVE DATE:09128/2021 y

STAKES Page 14
Date. ANGLE STAKES TO WEDGE
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON WATTLE ONTOIWAT-TLE
ISOMETRIC
DOWN SLOPE
WATTLE MATTING VIEWGROUNDI TOP OF BANK
,—Ijl _MATTING Ill IIII— STAKE INSTALLATIONSILT S DOWNSLOPE
I ICI CROSS—SECTION MATTING
V—DITCH SECTION VIEW
MINIMUM 4 STAKES ON
MIN, 2 STAKES ON UPSLOPE ➢OWNSLOPE
GROUND
USE A MINIMUM OF 2 STAKES ON USE A MINIMUM OF 4 STAKES ON
UPSLOPE SIDE DOWNSLOPE SIDE
MATTING
FLOW MATTING DOWcJSSLLOPE
¢
TRAPEZOIDAL DITCH Q
SECTION VIEW 3
Ditch Spacing For 12 Inch Silt Sock/Wattlle
DITCH
Channel Slope(%) Space Between Silt Socks/Wattles(I=eet) SLOo
PEra
1 100
2 50 GROUND
_ , I
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.
3. Fill silt sock/wattle netting uniformly to the desired length such that logs do not
1. Inspect silt sock/wattle(s)weekly and after each 1 inch or deform.
greater rain. Remove accumulated sediment and any debris. 4. Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section.
2. Silt sock/Wattle must be replaced if clogged or torn. 5. Install silt sock/wattle(s)to a height on slope so flow will not wash around silt
3. If ponding becomes excessive,the silt sock/wattle may need sock/wattle and scour slopes,or as directed.
to be replaced with a larger diameter or a different measure. 6. Install a minimum of two upslope stakes and four downslope stakes at an angle to
4. Reinstall if damaged or dislodged. wedge silt sock/wattle to ground at bottom ditch.
5. Silt socks/Wattles shall be inspected until land disturbance is 7. The use of Polyacrylamide(PAM)is recommended.Apply 2-3 ounces of anionic
complete and the area above the measure is permanently PAM on top of sock/wattle.Apply 1-2 ounces to matting on either side of
stabilized. sock/wattle.Reapply after each 1.0 inch rain event.
SILT SOCK /WATTLE FOR CHECK DAMS
EFFECTIVE D.ATE:09/28/202,
I

Page 15
Date:
Silt Sock/Wattle Silt Sack!Wattle NOTE:
: �
3" Area to be 1. Other materials providing equivalent protection
FLOW—._ 3 Area to be FLOW Protected against erosive velocities may be substituted for
Protected =— _ _ _ use in silt socks or wattles.
_ 2. Fill silt sock/wattle netting uniformly with compost
12"Min. �� 2"x 2" 12"Min. �'— 2"x 2" to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sock/Wattle(s)should be installed parallel to
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
prevent runoff from going around the end of the
F<Oe_nmp
<�renc
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
of 8 feet if the silt sock/wattle is placed in a 4 inch
trench.
Wood Mulch or g . 5. In the event staking is not possible(ie.when
To 1/2 height of log 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 needed to allow for adequate flow.
Compost sock a Inch 12 Inch 45o nm) (eoo nm) (75o nm) 2. Silt sock/Wattle must be replaced if clogged or
for Untrenched Socks Area To Be Design Diameter (zoo nm) (300 nm) ( torn.
Protected — 3. If ponding becomes excessive,the silt
Maximum Slope 600 Feet 750 Feet 1,000 Feet 1,300 Feet 1,650 Feet
Sheet Flow Length(<2%) (183 m) (229 m) (30.5 m) (396 m) (500 m) sock/wattle may need to be replaced with a
Silt Sock/ Hydraulic Flow 7.5 gpm/ft 11.3 gpm/ft 15.0 gpm/ft 22.5 gpm/ft 30.0 gpm/ft larger diameter or a different measure.
Wattle Through Rate (94 I/m/m) (141 I/m/m) (1881/m/m) (281 I/m/m) (374 Vm/m) 4. Reinstall if damaged or dislodged.
Work Area 5. Silt socks/wattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
y�I SILT SOCK FOR PERIMETER AND INLET PROTECTION

1/24/24, 1:43 PM Appointment of Lien Agent:Details-LiensNC Lien Service
DO NOT REMOVE!
Details: Appointment of Lien Agent Filed on: 01/24/2024
Entry #: 2076528 Initially filed by: dreambuildersws
Designated Lien Agent Project Property Print & Post
Chicago Title Company,LLC Lot 58 r
740 Surrey Path Trail
Online:www.liensoc.comp-:=,.- :.,��=«.,gym: Winston Salem,NC 27104
Address:223 S.West Street,Suite 9001 Forsyth County oft,
Raleigh,NC 27603 ---- -
Contractors:
Phone:[phone] Please post this notice on the job Site.
Fax:[phone] Property Type
Suppliers and Subcontractors:
Email: Scan this image with your smart
phone to view this filing.You can then
1-2 Family Dwelling file a Notice to Lien Agent for this
project.
Owner Information
Dream Builders WS Construction LLC
8603 N NC Hwy 150
Suite D
Clemmons, NC 27012
United States
Email:[e-mail]
Phone:[phone]
View Comments(0)
Technical Support Hotline:[phone]
https://apps.liensne.com/ser/appointment/details.html?entryNumber=2076528&printable=Y 1/1

1/24124,3:09 PM Appointment of Lien Agent:Details-LiensNC Lien Service
DO NOT REMOVE!
Details: Appointment of Lien Agent Filed on: 01/24/2024
Entry #: 2076703 Initially filed by: dreambuildersws
Designated Lien Agent Project Property Print & Post
Chicago Title Company,LLC Lot 60 �, T
732 Surrey Path Trail
Online:www.liensnc.mm'- Winston Salem,NC 27104
h 1.
Address:223 S.West Street,Suite 9001 Forsyth County Qi �
Raleigh,NC 27603
Contractors:
Phone:[phone] Please post this notice on the job Site.
Fax:[phone] Property Type Suppliers and Subcontractors:
Email:su ort(@liensnc.com _,- Scan this image with your smart
phone to view this filing.You can then
1-2 Family Dwelling file a Notice to Lien Agent for this
project.
Owner Information
Dream Builders WS Construction LLC
8603 N NC Hwy 150
Suite D
Clemmons, NC 27012
United States
Email:[e-mail]
Phone:[phone]
View Comments(0)
Technical Support Hotline:[phone]
https://apps.liensnc.com/scr/appointment/details.htm►?entryNumber-2076703&printable=Y 1/1

1/24/24,3:12 PM Appointment of Lien Agent:Details-LiensNC Lien Service
DO NOT REMOVE!
Details: Appointment of Lien Agent
Entry #: 2076706 Filed on: 01/24/2024
Initially filed by: dreambuildersws
Designated Lien Agent Project Property
Print & Post
Chicago Title Company,LLC Lot 61
www.liensnccom ,.,-,,.z, ;; 728 Surrey Path Trail
Online:
Winston Salem,NC 27104
Address:223 S.West Street,Suite 900/ Forsyth County �
K k
Raleigh,NC 27603
Phone:[phone] Contractors:
Fax:[phone] Property Type Please post this notice on the job Site.
Email:supportrdliensnccom Suppliers and Subcontractors:
Scan this image with your smart
1-2 Family Dwelling phone to view this filing.You can then
file a Notice to Lien Agent for this
Owner Information project.
Dream Builders WS Construction LLC
8603 N NC Hwy 150
Suite D
Clemmons, NC 27012
United States
Email:[e-mail]
Phone:[phone]
View Comments(0)
Technical Support Hotline:[phone]
https://apps.liensnc.com/scr/appointment/details.html?entryNijmber=2076706&printab►e=Y 1/1

Digitally signed by `��uuuigp
F / Bud EBaughman �O`�tr CAR�
�"^'"'"'Date:2024.01.24 �,� E$$( SURREY PATH TRAIL
j c �� CN.'•.ti: •
10:18:25-05'00' -_: .:y SITE
Professional Land Surveyor L-3993 ? SEAL ��+s
L-3993 -
'F...BA;'G?��. North
VICINITY MAP
(NOT TO SCALE)
SURREY PATH TRAIL
50' PUBLIC R/W
REF. PB 77, PG. 79
S 88-54'21" E
80.00,
h
N
I2.67' 0
0
792 7.92' PROPOSED
DRIVE
N
Z50" GG))
o �f250'o PORCH LOT 59
m
oISST PLAT BOOK 77, PAGE 79
LOT 57 n s.00 w
PLAT BOOK 77, PAGE 79 PROPOSED N w
M FOUNDA77ON ro
2 67' 15 56' 4.92'N N 19.62'
7.50"
W 7333' 0 6.00' PA770
v 3
M
o COVERED b
o PURCH c tMn
z
n �
� CURRENT OWNER
THE SHERWOOD COMPANY
LOT 58 m 1598 WESTBROOK DR.STE 200
PLAT BOOK 77, PAGE 79`° WINSTON-SALEM NC 27103
13,600 SQ. Fi.t
PARCEL INFORMATION
80.00, TAX P.I.N.6805-08-3007.00
_N 8654'21" W —' — DEED BOOK 1632,PAGE 911
PLAT BOOK 77,PAGE 79,LOT 58
SITE PLAN
Legend 740 SURREY PATH TRAIL
Property Line -== WINSTON-SALEM
Adjacent Lot Boundary Line -
-
RightofWayLine -------- WINSTON TOWNSHIP
FORSYTH COUNTY,
NORTH CAROLINA
NOTE: January 24, 2024
1. THIS IS NOT A BOUNDARY SURVEY.Boundary
information taken maps by others and from Plat Book 40 0 40 SO
77,Page 79.
2. This property is subject to any easements,
agreements,or rights-of-way of record prior to the SCALE 1"=40'
date of this map which were not apparent at the time
of my inspection and might otherwise be disclosed by BUD E.BAUGHMAN,LICENSE#L-3993.
an attomey's title opinion which as of date shown
hereon has not been supplied to MLA Design Group, f "Oaks Ct. Suite 100
Inc.There may be easements or other matters of
rccvrd off..Fns".P—Pp ,. e­tinr...an.
3. This site plan represents a proposed house and •
336.765.1923
driveway location and is intended for use in procuring
a residential building permit. L WWW.MILLERLA.COM
4. This plan is not to be used for recording or transfer of M OAF 10, 0 TURNING LAND INTO LANDM
Property. CORPORATE LICENSE#C-3999
�ommoomm� LS-23036-740 SURREY PATH TRAIL.DWG

Digitallysigned by �J`` CL�/2����,
Bud E Baughman ����� ESS%pA�.��{
Date:2024.01.24 =::Q� Y9':�% SURREY PATH TRAIL
10:19:36-05'00' :9
_
Professional Land SEAL sITE Surveyor L-3993 : L-3993
F. BAUG�
North
VICINITY MAP
(NOT TO SCALE)
SURREY PATH TRAIL
50' PUBLIC R/W
REF. PB 77, PG, 79
_ S 88'54'21' E—.- 80.00,
10' UTILITY EASEMENT �o — — ---
_ W
Q, - - -
N
0 12.83' 19.17' m
12.00'$ 0
moo, .00'783 00' N v o
M D
O ,If 23,85' in n
LOT 59 o g r1.17' o m
SHERWOOD FOREST
o
SECTION 79, PHASE 1 '" PROPOSED
t,,
PLAT BOOK 77, PAGE 79 FOUN.9AT70N N LOT 61
35' SHERWOOD FOREST
10.00, 33sa' SECTION 19, PHASE 1
0 0 2 19.17' PLAT BOOK 77, PAGE 79
I)FOK a 10.33'
SCREENED o
w PORCH o CURRENT OWNER
a �
THE SHERWOOD COMPANY
iLOT 60 1598 WESTBROOK DR.STE 200
PLAT BOOK 77, PAGE 79 WINSTON-SALEM INC 27103
o 13,600 SQ. FT.t
Z PARCEL INFORMATION
TAX P.I.N.6805-08-4077.00
DEED BOOK 1632,PAGE 911
O-00' PLAT BOOK 77,PAGE 79,LOT 60
—N 813'54'21" W — —
SITE PLAN
Legend 732 SURREY PATH TRAIL
Property Line = WINSTON-SALEM
Adjacent Lot Boundary Line ��____
Right of Way Line WINSTON TOWNSHIP
FORSYTH COUNTY,
NORTH CAROLINA
NOTE: January 24, 2024
1. THIS IS NOT BOUNDARY SURVEY.Boundary
information taken maps by others and from Plat Book
77,Page 79. 40 0 40
SO
2. This property is subject to any easements,
agreements,or rights-of-way of record prior to the
date of this map which were not apparent at the time
of my inspection and might otherwise be disclosed by SCALE 1"=40'
an attorney's title opinion which as of date shown BUD E.BAUGHMAN,LICENSE#L-3993.
hereon has not been supplied to MLA Design Group,
Inc. There may be easements or other matters of
record affecting this property not shown hereon. • r • •' t
3. This site plan represents a proposed house and r
driveway location and is intended for use in procuring
a residential building permit. •
4. This plan is not to be used for recording or transfer of
property- • ■
LS-23036-732 SURREY PATH TRAIL.DWG

Digitally signed by wr,1/r!n!!,,
/ Bud E Baughman �.��� CAR�''•,�
Date:2024.01.24 ��'O pFESS/4--
10:19:06-05'00' Q`� 9;r y
Professional Land Surveyor L-3993 SEAL _
L_3993 — SURREY PATH TRAIL
SITE y� f
�lI/l11/111 ��G
North
VICINITY MAP
SURREY PATH TRAIL (NOT TO SCALE)
50' PUBLIC R/W
REF. PB 77, PG. 79
__ S 88'54'21" E—� 80.00' _
10 UTILITY EASEMENT
2.67' N 9.83'N
s2' 7 s2' PROPOSED 3
zN DRIVE co I N
N N M W
256T � O
7.50" I O
1250'o PORCH x
LOT 60 N � 215.67' N -0
SHERWOOD FOREST PROPOSED M D
SECTION 19, PHASE 1 ' a
FOUNDA710N
PLAT BOOK 77, PAGE 79 �4
o$ I
W 2.67• 15.96' 4.92'N N 19.62' w
7.50" W
6.00' PA770 N
OLO I V
COVERED
o PORCH
.Z o
0
N n
o CURRENT OWNER
LOT 61 I THE SHERWOOD COMPANY
PLAT BOOK 77, PAGE 79 ° 1598 WESTBROOK DR.STE 200
13,600 SQ. FT.t I WINSTON-SALEM NC 27103
PARCEL INFORMATION
TAX P.I.N.6805-08-5047.00
—N Fib°i4'21" W �s `.O DEED BOOK 1632,PAGE 911
LOT 66A PLAT BOOK 77,PAGE 79,LOT 61
SHERW
SECTION009 FOREST
1
PLAT BOOK 77, PAGE 79
SITE PLAN
Legend _ 728 SURREY PATH TRAIL
Property Line -- WINSTON-SALEM
Adjacent Lot Boundary Line ————.—
Right of Way Line
WINSTON TOWNSHIP
FORSYTH COUNTY,
NORTH CAROLINA
NOTE:
1. THIS IS NOTA BOUNDARYSURVEY.Boundary January 24, 2024
information taken maps by others and from Plat Book
77,Page 79. 40 0 40 80
2. This property is subject to any easements,
agreements,or rights-of-way of record prior to the
date of this map which were not apparent at the time SCALE 1"=40'
of my inspection and might otherwise be disclosed by
an attorney's title opinion which as of date shown BUD E.BAUGHMAN,LICENSE#6-3993.
hereon has not been supplied to MLA Design Group..
Inc. There may be easements or other matters of 120 Club Oaks Ct. Suite1
record affecting this property not shown hereon.
3. This site plan represents a proposed house and •
336.765,1923
driveway location and is intended for use in procuring
a residential building permit. P;90" WWWAILLERLA,COM
4. This plan is not to be used for recording or transfer o% ML 'ND INTO LANDMARKS
properly. CIVIL ENGINEERS ,, -LANDSCAPE
LS-23036-728 SURREY PATH TRAIL.DWG