NCC233259_Site Plan or Location Map_20231101

VICINITY MAP SODDING
VN.T.S.
�•J DATE: PAGE: DATE: PAGE:
TIGHTLY AGAINST EACH OTHER_
`.' PS/ 4 A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS I _ _ °M'N' _ FENCE /
4 axos.wo rn aN xs Picas. 113A-54.1"IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN E.,
cEXCEL SPREADSHEET, IIIIII IIIII IIIII•IIIIIII MIMI ANALTERNATIVEISTOMAKENOTATIONSONTHECOPVOFTHEAPPROVEDEROSIONANDGeneral Erosion Control Notes //•\ 9 Z ixoonnEcT wTcxso waxscnv SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE ISA N ND DATI. •
a y11'i 0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BV INITIALING AND DATING 1.Only the areas shown shall be d sturbed 0aevr
RRERR/F � MP EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND2.All d slurbetl areas shall be graesetl end •
Q'ORRSEDIMENTATION CONTROL PLAN OR BV COMPLETING,DATING AND SIGNING AN INSPECTION mulched as soon as poss ble and ma ntained \NO �`ir`i �:.;! m.w
REPORT THAT LISTS EACH MEASURE,PRACTICE OR DEVICE SHOWN ON THE APPROVED untl pemanent covers establshed. THE WAs DST QJ /� °F'w,rweEROSION AND SEDIMENTATION CONTROL PLAN.° / ��� � � �'oNE iOOO� 40.41 STEELWIRE FENCE Ti•`i`i
''":",\
��° &�.•r- b1 a HARDWARE ekoTM FRONT YInR - `F FILTER c.i fit - -`"`t"' 3��_ +m sl
$2,,,.,........1.
•
P flB�/u DIII All IIU IIN!
WASHED arorvE _ eL oM AND H NTRENCHHARDWARE
' Mn ~ f�i iti 1 1 1 fi ROLL SOO IMMEDIATELY r„cr To A .� INTO SOLIDROUND `_� �`� 1°�R°_
O"O ca„.„e amt ° LAID. naesooeWEEKS.SET EN°wEN Persuont ,c G.S.115A(3), p'orvisions for permone'I: ground cover sufficient to res tarn erosion 8 NOTES: 2'APART / ;y•' �ry�`
OAlsp aSS CO on o DEPTH
�&.- GROUND
1.Hardware cloth and gravel should overlay the silt fence at least 12 2a course Aggregme e r rs'
Hark... must be occomo Ished for all d•sturbed areas witrin 14 working days or gC calendar days a�p<a °� monad.
x APPEARANCE OF GOOD SOD o° 2.Stone outlets should be placed On low elevation areas of sift fence
(whlcaever is shorter) following completion of construction. Construction: Maintenance: cp
wge
end based on field conditions.
�i I r `\\ 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or
® U I II I' e11RV c OF UPPER EDGE OF MAINTENANCE: malarial and properly grade it greater rainfall;make any required repairs immediately.
IY I I I I I unuwxxax.. ca HARDWARE CLOTH FABRIC IN 1.Per NCG-01,inspect outlet at lest once aweek and after each linch or the specific grade P gravel Pad in a condition to Prevent mud or sediment
R Rkft IIII) IIII V 1 I W I II FILTER realer rainfall event Complete an ere airs immetliatel. 2.Place to the s ilc de and dimensions shown on the lens,end 2.Maintain the
®l FRO 4 ` u 9 p y require p Y smooth it. from leavingthe construction site.This may periodic as b I� 2.Freshen stone when sediment accumulation exceeds 6'nches. 3 Provide drainage to carry water to a sediment trap or other suitable outlet topdress rig with 2 inch stone. y require Mc
3 Keep mesh free of debris to provide adequate flow. 4 Use geotext le fabrics in order to improve stability of the foundation n locations 3 Immediately remove all objectionable materials spilled,washed or
„ �' „n a ace m SECTION.. 4,Remove sediment when half of stone outlets covered. subject to seepage or high water table tracked Onto public r°atlwaye
�i�'��.- asi=*k W C£n ental.jpeg 5.Replace stone as needed to facilitate de-watering.
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SILT FENCE OUTLET CONSTRUCTION ENTRANCE/EXIT
CONSTRUCTIONSCHEDULE
11 Crits d I apple.. d Sethm C utrol(E&SC)parmie and a Certificate of Coverage \ /�
(COG)m bobtained beforeland disturbing occur.A f the EffiSC permit the COC and a hard copy of the 12 6 \ )
p u b p p by permits b d bleduring inspection 34
2.Install g - reinforced siltI
outlars d I I I
Finish3. cl g dgrubb'g y necessary the lots Mey are warted.
4 Begin to grading d III II / I DATE: -BM Wire Fence\�Flrar Fabric PAGE:
5 g o 'th n I I -
6 shall roughgrading and house I I e3ee Pon 6Max.Extra strength fabricelan Wire Fence Backfi trench
ax.Standard Strength fabric with wire fence
J. e compact
I tallM walks d I ' \ Steel Post e-pe___..- thoroughly
B.Bgifi grading Cr
9.Final grassing, g d B--g of lot.I M1 -II- I the installationof sod on Me lot The silt fence will
remain in place until the lot sodded stabilized and takes hold. I / �
•
10 Thev shall J If f h J a I ea and complete the following ' 1 I / mastic or Y to Al
bind If f found theDEMLR b d"
hap:/ d q g b d - gy - d d s/ p g Mad root on program Wire tars
Twelve months f I f shall be kept and available f all 1 recommendeda 35Mn
copy bekept b Ref G.S.113A 541 throughG5113A 57Sec ISA NCAC 04A0101through15A
NCAC 04E General0304 Permit NCG 010000 NPDES for C A () �( f�,}
seer iusp e and sedimentation 1 be pert ed 1 dry calendar days and
� II II 13 11011111i
/ n�X K'� ana grnle'rl'a
witnin2 h f ry ' fgre hen ' M1. y dedrepei hllbe de' edi ly ' ' xjrdesigned.All ESC rill be aintainedaz pe fied'th non details onths plan Amin gauge shall°be nsWl. II12 lnspec[iov and finalat the projat site re ceptanceglevers WM1ev the projec[is complde Me petmiaees sM1allcovtac[DEMLRmclose out Me E&SC L II / Fkr Fabric %1Mere'wamPlan.After DEMLR informs the permatee of the project close out,ne inspection report,the permmee shell visa ` 1I "Bcegs not exceed2a anenea Oove! CROSS BELT ONVEW"deq.nc.gov/NCGOI m submit an Aatmnic Notice of termination(o-NOf).A$100 annual general permit fee will be charged I Moundvosuficenn bceuse fe oreof meshuntcars
until Mee Nor has been rhea out. II / bswt Me finfarfromontinuousro cm m Me knell of the b r m avoid jams'When joints are
11
I I / ConstrIto uct.filter
rerdmn Me bottom or emr ataF BDon post With°nreat"',nMimume.edme her Don. n.n<e:
4. a., Me ups post.E
ten
Xtreuppoo,rtv.ndardi:rilat'nC";9:f..:7Mhde
d hfenceoatwreapfa0 Itl Fa me con mumgo na II gIM1. n tame an me upslope 1. ce"argremmramnc Mkea yrequred pond mmetlme each tMAINTENANCE OFEROSION AND SEDIMENTATION C(INTROL MEASURES FOR LOT CONSTRUCTION ` I 're,re suppoamnces nnhe maximum me etapa. pponss..,.driven brio 0., etaar tle b1 �etle w� nH_NYaa remP�.Gravel Cons hon Entrance The gravel pad should rem a ondtion to prevv mud or sedimnt from leaving the c I n�n°te wmiM n'n° rim ce urey60 roritle edThis may eguieeperiodic topdessing with 2-inch stone.After eachainfall,inspect any structure used to tap sediment and clean't out as ecessary. 36 rmhac tllreNympoe W',re ocpkaooc°zlD tle's°geM1 ultl M1a eamMlmum o190 pontl rensie serymp e9Immediately remove all objectionable maksials spilled,wsahe4 or tracked ohm public roadways \ Im ncM1es come oft posts antlence.Take Care.1.0 tl undennin ring the lereduce nw duargressure n t"°
Silt Fence Sedimentfence.should he inspected at least once a week and after each rainfall even[Any repairs should be made immediately.
12 p mOo ee n<neae paring Me Popp aria
Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed II I B. ring Me baham antlstle of Ma trench Ihorau tam ac5onm Me necktlll la die conmb rg
IA1
upsope from ere bamer 4.Remo has and unstable sediment deposal
•
e Pace l2 ncM1es ollaMca and brig Me areamgratle antl nab',ze'[aeer mi
of properly m insure that the removed sediment does not wash back against the fence Adequate storage volume should be proidedf b.'.M fenceffi f 9 Becks me pencb web To
paws over Me Oter aMcana compaU fin p th nape area'ere::
been propeaY stab Uatl
at tall times Take care d h fence dwivg cleanout operations. D Doe bstknce pedormence.
10.Do not.).filler fabric to mesa.trees.
Sodding The sod should b properly maintained m Manse that the grass take holds m the areas being secured The sod should be watered necessary I O-D
m maintain adequate m'store in Me root zone and prevent dormancy fertilized
sod The sod should not be mowed to close,since this could inhibit Uoae when
I I �1 INC-EV rc anon...
IaI jwy
growth and stabilization of the rant bed.The sod annals be timed anafmn�ed as per soil type recommendations and type of grass recommendations when I I DO SILT FENCE
and if possible. -C.___ x
Grassing and Mulching-The area to receive grassing and mulching should be properly feniliza and limed as necessary as an initial step in soil preparation. I --- )7� Z
Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be repaired
and reseeded as soon as possible.If the time of year does vet permit the establishment of a permanent mass,Men a temporary grassing should be°sedan.Mc 37 \ II II \\ 011 1 f71 �° DATE: PAGE:
growing season permits Me f permanent grass. �\ -42
Diversion Berms Div bshallb inspected weekly maMreach mnoBprod g rainfall - thatM - designed and that Mere
II O�QW
, 2_ -I M e MI a mpmmnen
re OW
�1 =11 ubsetmea tar
have been no breaches F b B shallnot exceed 18 in height,and shall be placed- - - M1 constr ,kiuction G II
Once the house construe- -completed dare lots ready to receive sod,then Me berm shall be removed d - R d- the graded) 'ea / I ROADSIDE 7k9 / ,,. ' --- ., I '- "tn-rig - tywlmre n
and covered immediately 'h d.All proper care shall be taken to msare that the berms are installed according he applicable detail with the berm material eo rot tar
compacted sufficiently to insure that the berm remains in place during the course of the consWdion activities / I DITCH 1 1 sEODI Stakes atakea kew ea installed parade.
i renbW ndM.m.efa
I 8
SECTION
4. gyondnrekd Mow
General-All measures will be inspected and corrections made aflermnoffproducing rainfalls,or at least once per week minimum.rnebuilder will insure that the / Ine at the
construction "' particular lot do not adversely aRttt any of the installed erosion control measures.If lm comtmnio^dictates,measures will be relocated g
on the lot to insure thatthe potenttal for sedimentation mnofris eliminated as much as possible.Silt fences and gravel coretmction entrances will be maMtained as suggested I I / / O•
o avle()poeh ea wmetlhs Ora p°elb�m
in the erosion control manual.Sodding,seeding and mulching will be mainmi dto insure proper ground stabilizing cover. C Po going around Me end e
rdwood
m ea 1 II 78 Irkse
`Ao pMav- RO sM'°,. anle a�m�vedically pia.,through the<en
et
no x 2 inch cross section should be driven
ll J II \ REM NDER OF dZ or e°��n a silt
GROUND STABILIZATION _i L \ 38 I II 1 �, Lo 10 TO BE M, of 0 feet if the""° ar°'°placed ina°'m"
w Mach Compost trench.
SITE AREA STABILIZATION m "°pro-• ` $ \ I / I 1 1� Ufl ISTURBED �° gad 5; In"ana�e=s "�setl o^reamble en
EXCEPTIONS NTREN To Ill nSN =illne°n
DESCRIPTION TIME FRAME - I u c s „�,."vu,mm..m w," eo,.o,r�.wue11.w_ concrete hoar it
he used
d n to Marllin wad n
PERIMETER DIKES, 7 DAYS NONE
SWALES,DITCHES& - DRIVEWAY Lot Plan / ISOMETRIC VIEW
';"�";`-.<kxmtlenleem Iyendaaer
iiiiSLOPES PIPE IN DITCH "A" COMPOST SOCKINI*IwFLOwRATES Sediment. d. as
HIGH QUALITY 7DAYS NONE .7 DAY GROUND COVER , .• oo l«uml.n<Irea s°aka for ,dha
WATER ZONES r .a:ro'�'„°;":,�„ IN DITCH WHERE PIPES �fi�11�° Protected O..mdarn. N.nal l�an. Irma. N.nal nSn.,nj 2. fwamemna r.D.<e If clogged ar
HOW) TiI I \ HAVE BEEN INSTALLED ►y• CONSTRUCTION > l a"»lFl w� Pre
SLOPES STEEPER 7 DAYS IF SLOPES ARE IO' ll •-�.....,• """"1"`°°°°'" 39 N ENTRANCE 7OO q rr---0 P \DO 1 WSO f watts L-'^^tQxl nes,nj n=e,nj ''Zr pm,nl ts^oml
THAN 3:1 OR LESS IN LENGTH �I_- I -I; °.....w Iwm..„ """ 1p o'% OIfI ° re loco m, Ixw`hi° iw l ii i° I ire'. ,�� ,p,( an s s"mow" eArav a"� d anolland
AND ARE NOT ,,�,„.,.��,.. " \ ` O 'C(O�O v• \ I """"I aemMan,a is<amp mane eared abeeeMe
ro. w o I O+ \ m
STEEPER THAN 2:1, p' y
1 ALLOWEDE 1ieF Cr \ \ ` 1 1_
�<C, m \ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ID :�\J °, \ ` Cl) I I I
FLATTER SLOPES GREATER • k ( l\
THAN 50'IN LENGTH la
ya• `pp B ell-. \ r J dL
�� 11I1l1
1^
ALL OTHER AREAS 14 DAYS NONE(EXCEPT FOR III II II 1 ,� II \ I I ROADSIDE
WITH SLOPES PERIMETERS AND II 11•II II. A,�k.'_ II._I 1 \ \ \ I La DITCH
FLATTER THAN 4:1 HQW ZONES) \ \ \ 11 I 8 i
p\\ \� I (//DATE: PAGE: \ \ \'F •G' "H"11111--11111
u . 7 � . -� �- e e % % 1 PAGE 1 of 2
R II r . ) e e % V \ 40 V A \ \.D.(11\
. I v
4 NOUS t I invTea
NOUS GOUS \ \ �• / 1 LOT EROSION CONTROL PLAN
T 10
coo Tg144‘S
� ,^'-r- '^--r- 12_ Leda \ Ud \ �7\ ) TOTAL DISTURBED RACO ACREAGE:0.54 ACRES
LEGEND Notes: °° ' CAPE ROCKFISH ESTATE
1 If needed Tree Protection fendng should be Installed along the buffer zone wetland \ I�•1 -- I
boundary and/or around protected trees providing a radius of at least 1.25 feet for ea. \ \ x•:(
DIRECTIONFLOVV `r inch of trunk diameter.
SILT 2.Install Silt Fence on Me low elevation sides of each lot.Install Silt Fence outlets shown on II \` FOR
DIVERSIONEDITCH -,-,m- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are
Fences. and have different land owners Or builders,each lot should have individual sift \ K I M AS H HOMES L L C.
WADDLE/SILT Socks ® Fences. \ I \
SILT FENCE OUTLET 3,Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \
coNSTRUCTION ENTRANCE septic system.It is the responsibility of the builder to ensure the installation of sediment / \ II \
oneas One
ne Cos does not impact/E septic system and repair area(I / \ II \
°'""aaat°nee°nab°°"°nEntr°nee/Exitiat°barnatalletlperint 1 GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY,N.C.
S.Waatebmsand yfromslwwd,ther areas aatelevO,dagmgbduding oSevvrlessit.teehall be sholonCr \ SCALE:1"=60' SEPTEMBER 2023
least 60 feet away from storm drain inlets or drainage ditches unless it can be shown that /
no other alternative exists.If this separation cannot be achieved,these areas must be
contained behind Silt Fence. \ \\ \ \ 1111111
GRAPHIC SCALE
6.Inlets downstream of disturbances should be protMed;streets should be swept when6sediment from the construction activity is present. �_ \ \ I I BO g 3D 6D ,2D 240
].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and measures are \ 1 II \
provided on add'Rional sheets.Erosion and sediment control details area not not drawn to \
L_ scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ 11 \
I I I
ENGINEERS IVICR ( IN FEET)
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES 43 \ PLANNERS 1 inch- 60 f.
SURVEYORS MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.
\ / ( -I i11\ MOORMAN,KIZER&REITZEL,INC. PHONE[phone] FAX[phone] License#:F-0106