NCC241669_Site Plan or Location Map_20240531

)___J I I ° SODDING A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS
mA, 0 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN
• EXCEL SPREADSHEET. DATE: PAGE:
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p oK^o - sopsincGERED DATE: SILT FENCE
PAGE:
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND
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.VnannyABA1NsT eAcNoTNE, SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NCAC IMB. 4 MIN /
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• _�°� rr 0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BV INITIALING AND DATING - - - �
�Vm V •.. sxrs.wr Ta tax xr Rscss. EACH MEASURE OR PRACTICE SHOWN ON ACOPV OF THE APPROVED EROSION AND
m5 ° '� SEDIMENTATION CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING AN INSPECTION
M ".-- REPORT THAT LISTS EACH MEASURE,PRACTICE OR DEVICE SHOWN ON THE APPROVED /P
/ MINI nrcxs,waHscnv. s.
EROSION AND SEDIMENTATION CONTROL PLAN:' ). 1. I
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coesecb
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S °v° •74 ii rlri �a
p:' Pursuant to G.S.113A(3),provisions for permanent ground cover HEw a STONE •
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a 5F /�� sufficient to restrain erosion must be accomplished for all STEEL / �� ilii i i•
• / 1 disturbed areas within 14 working days or 90 calendar days HARDWARECLO FRONT ��y
STEEL FENCE
EE FENCE POST
SITWIRE
�II a (whichever is shorter)following completion of construction. FENCE
FILTER FABRIC, / yv-�-- ti v a
rat+i81 mall'C, au I�➢NlG WASHED S111 FILTER OF g mow wnENTNE son is 2'POST R;M MAX• CLOTHARDWARE H ,• M - `i`i`if irdf •
1 Ralson rAcr°, ,o are D GROUND
ND rvTDSOLID gRODry / •i i i iirdf i
50 NOTES: 717"`
w Tx WATER Tod DEPTH OF,
Txs sat. LAD. ux¢r. m �+ 1 Hardware cloth and gravel should overlay the silt fence at least 12 2,course Aooregme r '�,'
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g x APPEARANCE OF GOOD SOD General Erosion Control Notes °sty. Inches.
J 2,Stone outlets should be placed on low elevation areas of silt fence Construction: Maintenance:
I and based on field conditions. 1.Clear the entrance and exit area of all vegetation,
'�f j,'II 1. Only the areas shown shall be disturbed. roots,and other objectionable 1.Per NCG-01 inspect atleast once a week and after each 1 inch or
`\\ MAINTENANCE: material and y require pairs immediately.
! II I I I a�. e11Rv F 1.Per NCG-01,inspect outlet at lest once a week and after each 1 inch or properly grade it greater rainfall;make an d re distal
VICINITYMAP IV�I; I I I II I «nxnn. 2. All disturbed areas shall be grassed and mulched as soon as HARDWARE CLOTH FILTER FABRIC IN TRENCH 2.Place the gravel to the specific grade and dimensions shown on the plans, 2.ManMn the gavel pad n a condition to prevent mud or sediment
N.T.S. II11114IIII Y�I III V�q q II possiblep greater rainfall event Complete any requires repairs immediately. smooth it. from leaving the construction site.This may require periodic
l Y and maintained until permanent cover is established. 2,Freshen stone when sediment accumulation exceeds 6 inches. 3.Provide drainage to carry water toasediment trap orother suitable outlet. topdressing with 2 inch stone.
°°e°° 3 Keep mesh free of debris to provide adequate flow. 4 Use geotext le fabrics In order to improve stability of the foundation in locations 3 Immediately remove all objectionable materials spilled,washed or
„ _' ro,a rnsx�xce SECTION VIEW 4,Remove sediment when half of stone outlets covered. subject to seepage or high water table tracked Dora publ c roadways.
iO'��.- onsmuarx W C-E s...jean B.Replace stone as nestled to facilitate de-watering.
-as<x xonomssxauoe< pry^'
SILT FENCE OUTLET CONSTRUCTION ENTRANCE/EXIT
CONSTRUCTION SCHEDULE
1.Obtain all necessary permits and plan appmvala Erosion and Sediment Connol(E&SC)permit and a Certificate of Coverage \ I \ `
(COQ must be obtained before my land dlstrbing activities occur.A copy of the EffiSC permit,the COC and a hard copy of theLk
plan must be kept on site.preferably in a permits box,and accessible during inspection. j
2 Install g _n en Men silt knees reinforced silt fence I \ \ j
outlets dwattles.
43.B Finish arminggrading dgrvbb'B Y dry wNelots as they are sm[[ed I / ` / / DATE: W're Fence\ Ftiter Fabric PAGE:
B B B
5 o 'thh a 'ties. / \� I1 Max,Standard Strength falnic with wire fence
6 Finish all rough grading d h 11 disturbed for T days needs to have temporary or penmanemCI ` \ // °Tool PO8'� 6 Max Extra strength fabric re ten Wire Fence Wire
Backfi trencM1
grows cal alas lldn nwalk..pa . / / / ee
Ple
].Begin fine grading fl / ` / % Steel P thoroughly
m
8.F grassing,place _6 d B__B fl I _will involve h_ tall-on of sod on Me lot The silt fence will I 1 / G cet^`Cr----�.. �Ne
remain in until ddd stabilized date hold. 1 �
10 Then shall conductIf f h d d I es and complete the following / \ / \ / / t Upsbpe
combined If f found theDEMLR b ROADSIDE j / Hastl<pr Y_ �te-2n d"
ntry d q g b 4 - gy - d d s/ progreMmpdes<onstrpfon program I / / \ W"re M1es •
Twelve eta r I r shall be km and availablef inspection at all times It is recommended a \ \ \ \I.°Q ' \DITCH / ._4 - M"
copy be kept b Ref G.S.113A541 throughG5113A5T Sec 15A NCAC 0.0101 through 15A v / / / a�n
NCAC04E0504General P NCO 010000 NPDES for ConstructionActivities, / / / a 4
I.Self-inspections for curate and sedimentation.annnl measures are to be pertbmred at least once every seven.akrrmrdays and I ( 7 AY GROUND COVER IN DIT�H WHERE /. • / \ ` } ( '�K 'X,.(n •=alo mereh
within 24 hours of very rein event ofgreahr than l inch.Any needed repairs shall be made immediately to maintain measures as \ / / i 2� A.
1 designed.All ESC measures shall be maintained ass specified in the conswmm�details on this plan.Amin shall inswlw I \ /I'll'ES HAVE BEEN INSTALLED DRIVEWAY / , / ,
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�, pem gauge i % / 1 Fuze,Fabd.m Nepro;ntai"farm°nardng. I \ PIPE IN DITCH i O / /
12.Inspection and final acceptance Idlers.When the project is complete,the perm..shall contact DEMLR to close out Me E&SC / •/ • / trengM orenrenrengrM1symbetic MM..,
Plan,After DEMLR infrnns the permiaee of the project close rut,vie inspection report,Me permince shell visit / / \ above Ne ground.(Higher lances CROSS SECTION VIEW
Wet Me setllmeM beMermnantlaM e
d MCA01"m submit an elecMnid Notice of NOT}A$120 annual I It tee will be charged % / NmunOhvo elghtmNe setllment fence does not exceed 24 inches bo
"c4vhe- (o- general perm g J 1 \ / %---
Inures orrom asuficentm cause failure Domes f.tear v
until Neer DEMLR inches rot. / \ Construct.filter fabric trnmarondnnnnaml.mmme length of Me bamermavaaia nm when innm are
DRIVEW Y / ` / a.araecurelyOs only etapp°e post wnh4 feet Minimumovade sideaptothe next peet. .�
\ Support nelards end"filterM1 ti cby wire mean fasten.see.,tf Metrench.Fasten Ule wire omement thentab the
tee posts.
Inspect maces at least onaeweek and a�reach l
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION ROADSIDE PIPEIN TCH j / 4Wdle othe flhvie:"..lnceoaLWrefa pre Oa zledp tleasouldneveemlrnmue0epaunannaslle ahengNultl he tlnven briclof aleetlinrentyfenre toll e.mar,tle may.
Gravel con on Entrance-The gravel pad should rein cond..to prey mud or sediment from leaving the construction _ DITCH i j \ searely6.Extra ^fi ero 6 foot amaxlmnm re ppr h �mee<d romDa„,
This may regwa<periodic topdressing with 2-inch stone.ARer each ainfall,inspen mystrucmre used to mpsediment and clean tout azrnecessary. !� / / I r fabdedpelreoNyr fabric hmpo°m W'i ociehO.,1 zlnmreinireawireme°Ia auppmfence.5ecurey rron�e eaegre on aersImmediate) all objectionable materialsa lled,washed,or tracked ohm brit.MadWay, HNJ .l g Dtle.eM1oultl M1aveaminimum m50 puntl mnsile fence Take care m avoid underml mgth preyy remove ; Pi pa r __ _� � e. ROADSIDE \ storage volume for the next rain'nog Melence tladrg
- I ImmeNa inches was end s inches Beep along Ne proposes Ime of the pars andSDraed ordecmpoent fences Mouldld berelacedcted least onceAnyse a week unent deper ach rthat bildupll Angst thi face shoulberld be made immediately. _ - / .Cediment deposits
Damaged of decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence shold be removed and disposed - �/ jDITCH Iplaed ver th and.itleof Nit trench Me conmb.
ofproperlym sure that Neremoved azdiment downtwaM back agains[Ne fence.Adequate smraas volume should be provided for behNd Ne fence .+ % ,O$Q mpceleneenertormenceaover 0u 01tn ladle antl compaU.Thoreugn mmpeNonWNe beckell is drainage arrea has,Remove all gbeen properlyee vsddals end unstable S
\ 9.Bewe
at tall fimes.Take care m not undermine the fence dudvg cleanout operations. � VP � / 10.Donotaller hbncbedsnrg trees
Sodding-The sod should be properly maintained m insure that the grass take holds in Me areas be.secured.The sod Mould be watered as necessary CONSTRUCTION "60
to -n adequate moisture in the root zone end prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate BUT I ..W C-Envin,m,erital...
maintain
eth and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when - - GO ENTRANCE SILT FENCE
and if possible. I FI i
Grassing and The area to receive and should fertdiaeaanafimed.necessa late C•tJSTRUCT N
g an been
gold be ai g s pure the ryas any bar p in poi preparation. j�
Once tweed amgnnalmenpiaced,thearea should maintained as n«aedmmsuretof all er anent germinating popery.Amhara areassbeused repaired, ENT ANCE
and growmeededon permits possible.aNe timed year does not permit the establishment rfapennanmt Bass,Men ahmporary grassing should be used until Me \ ROADSIDE I DATE: PAGE:
erwng passer permits Me r permanent grass. DITCH "Wattle
Diversion Berms Div h shall be inspected weekly or after eachrunoff producing m thatN designed and that N \ 7129 I h
�� R equivalent protection
�I re Ftow MI
have been no breaches F b B hat not exceed 18 in height,and shall beplaced- - - M1 constructionIII '°
-n ubsetwtl for
Once the house construe- - pl�ed d[helot-s ready to receive sod,then[nab shall be d dincorporated- the graded lot area I z 'I,........,„:
Mini'
III-11t - tawuniformlyarth commppoost
and covered Immediately 'h d,All proper care shall be take"to msare that Me berm lid d h applicable detail with the berm material 'T d°rot Ira
compacted sufficiently - N the berm remains in Place Codm%tM1e courscoftM1 firmaeri.- 71 7� BUTLER SECTION SECTION Staked 11 �o;o.m
meta,nrema�m
(:everel-All measures will be inspected and corrections made afiermnofiprodunng rainfalls,or at least once per week minimum The budderwill insure that the NURSERY ,y should mMeedgemMe
'' any particular lo[do err[adversely aRnt any ofthe inatallederoaion crnrcol measures.Iflm eaumumion dictates,meazmes will be relocated
o Inrrovai rat ameoaviretialfmaedimmmtirm ulohog llminatedapm ro rscpmle$iltfrorep d�avel aml rtla l rep,Ib m Mtained pngeepad J BUTLER\ To a r�o a:wm� roya
in the erosion conmol manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. Ira gareuntl eentl or Pe
ch cross section should be ddven
The re".gR.Nptl ) \ �,Ss NURSERY ROAD CONSTRUCTION Ma* 1 �q a I silt 0°I'`s),
l li) li) vedlcally plumb,through the center of the silt
--------7GROUND STABILIZATION �- , I „, ROAD I Lot Plan LIMITS
L M In the event the erval of sin ro plsock/wattle.Stakes ShoUld be aced
dfaaz� h
SITE AREA STABILIZATION "`"�°-.m„a^"-° ` Lot Plan C & H Wood gronm4 Mm. s.
EXCEPTIONS ard,� wUNTRENCHED INSTALLATION creMbloc are us.onuedbehInaln`mn
DESCRIPTION TIME FRAME
I '""""°"°°""""m""°`"""`°"°`^°°w"""'"'""- wwtne°mla wnl de need nehln
PERIMETER DIKES, 7 DAYS NONE "•_� =carom" r "HI' ISOMETRIC VIEW In p'<`
SWALES,DITCHES& = "`" "" - CON TRUCTION IInspect E: apnrom nee events.
SLOPES I, '� IMITS )
coke,.so.x mniu,LowRAT a rainfall. a.aftersilt sockfwattle at least weekly and
HIGH QUALITY 7DAVS NONE I i0 11 11II °,,.re�ao°au for umremMea sow AvaNw ma rclogged pr
to m 8st be ref abet
WATER ZONES 11 Ilal II p,pt r.xma•nx., naonml laanm Nspnml tew„ml psp„
(HOW) Dj1II S1 q���1F .ua.. .. . .ate or0srrae_ Are a a
SLOPES STEEPER 7DAVS IF SLOPES ARE IO' II"'� "• ""m"""w'"e eve trspnraxl nssml naeml tad ml pesm Iropml
11� 11711=,1r / THI` PROJECT IS IN Al'UBI IC SUPPLY / I Work run different °�are"M
THAN 3:1 OR LESS IN LENGTH i.11-nT l-1�II= u.m.a.umn d.L. ,�, ° re Degas.
AND ARE NOT "a_a.,-,_. WATERS ED(WS-IV)AND ALL QUIREMENTS ^''"Itr" "�""' ""'�'^""'°'L'^"'°'`"p""�" ` dsta`aranlis cm`p one 'e;until
�"a„i1f SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTIONed
STEEPER THAN 2:1, / ___158_ •EGARDING SENSITIVE k REA measure.M1a.be npe�an nny.mbd
14 DAYS ARE
ALLOWED rs°. .w - 1_
" WAT=RSHEDS SHOD BE FILL • a �5$/ v1
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR IL • �-� \
FLATTER SLOPES GREATER I\ •w
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THAN 50'IN LENGTH ti'T •l �'„ 1115 / / 160 'N /7 THIS PROJECT IS IN A PUBLIC SUPPLY
7 rlr
Ikil:IFII ICI
ALL OTHER AREAS 14 DAYS NONE(EXCEPT FOR 111M1.71¶11 1��� -} / / /^ �� WATERSHED(WS-IV)AND ALL REQUIREMENTS
WITH THAN
PERIMETERS AND 11. 11 1� - .� I 1 I 1 REGARDING SENSITIVE AREA
FLATTER THAN 4:1 HQW ZONES) / / /
/ / /
\ WATERSHEDS SHOULD BE FOLLOWED
DATE: PAGE: / / c
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"C" 'D' 'E' 7" •G" ^H" / I
PAGE 1 of 2
tr u , e e % I
11111--11111
LOT EROSION CONTROL PLAN
HDD$ t a HW u �HDD6y HDD G HDD$ HW HDD6 HDD 0 TOTAL DISTURBED ACREAGE:2.15 ACRES
RrW ,6 '� L, i I % / 6� / I I FOR
Epp �a TM- 7129 & 7137
Notes:
LEGEND 1.b needed,Tree Protection fencing should be Installed along are buffer zone,wetland I BUTLER NURSERY ROAD
boundary and/or around protected trees,providing a radius of a[least 1.25 feet for each / I
DIRECTIONFLOVV `r inch of Silt
Frunk ence
on
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SILT FENCE 2.Instschematic/diagram
aN Fengr m the low elevation sides a each lotr placed Siltn Fenat low outlets shown e / I \ FOR
DIVERSION DITCH -rD'TC schematic/tliagam and Feld adjusted,if necessary,for placement at low points.If lots are
contiguous and have different land owners or builders,each rat should have individual SiiC:=\ K I M ASH HOMES L L C
WADDLE/SILT FENCE OUTLET T socks ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
couSTRucnOry ENTRANCE septic system.It is the responsibility of the builder to ensure the installation of sediment I
4.ApNrol measures does not impact the septic system and repair area(s). ❑ /
t least one ConstructmnEntrance/Exit is tobanatalled per lot. GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY,N.C.
5.Waste bins and other areas dedicated for managing building material waste shall be at I
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that J SCALE:1"=60' APRIL 8,2024
no other alternative exists.If this separation cannot be achieved,these areas must be
tainedbehndSiltFence. GRAPHIC SCALE
6.contained downstream of disturbances should be protected;streets should be swept when
(sediment from the construction activity is present. ' / BO 0 30 90 120 240
C.Details for Silt Fence,Silt Fence Outlets, sediment Entrances and other measures are
provided on additional sheets.Erosion and sediment control details are not drawn to
L_ stele. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES ENGINEERS
IMMI
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES 1 PLANNERS !VIM
n FEET)
It
) SURVEYORS MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
1 MOORMAN,KIZER&REITZEL,I NC. PHONE(GIT)454-5191 FAX[phone]ns License#:F-TITA