HomeMy WebLinkAboutNCC240135_Site Plan or Location Map_20240116 1P
\ / / / \ \, Wir
/110 DATE:�/ PAGE.
V11111111.
89
li II, ,__7-- / \ \ \ /' •� __ nA. nBn .CFI ,.D. nEn wF.. „G,• nHn
,3,11 NI \ ... /
b
a \ N
( 26p \\ \ �e /' , 3 3 -3 HOUSE 1 II MI 1- I : I I HODS HOUSE
SITEDNNS 9 ROAD \ I1 4.0 \,\\6 �68 \ .� _ I� L. LII k.��p L'1 f I LJ 1 _, :�D J CSO NU. HD. ROADWAY HGA. Ay HDAr Ay NU�\ IDaSwLET�EDDEDPDGR3 Notes:
\ $\7 1.If needed,Tree Protection fencing hould be Installed along the buffer zone,wetland
Y Py I 1 \\ \\ LEGEND boundary and/or around protected trees.providing radius of at least 125 feet for each
d �rt.�fr inch of trunk diameter.
:.a Lf•ll \ 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
1� rrrr3������� schematiddiagrem antl field adjusted,if necessary,for placement at low points.If lots are
m.'A FAl'ETD'S1�E0.OA0 :9 " contiguous and have different land owners orb..a,ea.lot Should have individual Silt
�� � Fences.
1 ` 0\ ® 3.Insta11 required Silt Fence within 10 feet of property line to ensure there is no conflict with
y$ �� S5 ENTRAN septic system.It is the responsibility of the builder to ensure the installation of sediment
110111
23 \ tufts INt,=T � �nw1 measaraa apes riot imvapt trio aapup avatem and repair ara(a1
,y o NSTRUCTION 1 9 \ 4.Al least one Construction Entrance/Exit is to be installed per lot.
401 4 tlsAO 0.O 1 b \ MITS \ o \ 5.Waste bins and
1 ast 50 feet away err areas d tlrla ed f or m naginge tl ldies unding terial waste shall be at
)410 it can be shown t at
\ \�20
\ \ oother alternative exists.Ifthis separation cannot be achieved,these areas must be
210311122 /� \\ \Lot Pla\ \ OPEN 12 '\v'tjG s.Imet�Ia wsneamsorase,names shpambe prolemea;streets snpwa be swatwnen
/ \ A^ SPACE \ sediment from the construction activity is present.
'1 I / 47/ / \ \ / ..\NC-Environmentpl.jpeg T.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
\ 121 \ 020 provided on additional
TYPICAL LOT LAYOUT WITH CURB AND GUTTERts.Erosion and sediment control details are not tl awn to style.
.46
67 e 260 /
NikliF 262 t�'ID /' \ 20 \ 11
J \ \ DATE: PAGE:
68 PPP222
/// vOy' //48 \ \\ zs2 / / 1
yam 19 264 123 \ Sil 110
/:fP
VICINITY MAP %/ 65 as
N.T.S. _ \ 124 �R-O lEIVY p
50 �j, 80 �o��
OPEN SPACE / / R � :� ^,"°""w°°
O AND / / £ �. rsr�
Zee \ ��v-v v v
AMENITIES �,
6G POSTAL CENTER \ /40410 ' �- , ,
te
DATE: PAGE: N �15 tea KKK-- - / / OPEN \ 0 , x.
S' S Wattle
s1 Sock/wptne NOTE: 70 /� SPACE +Y+e
FLOW-,_ R MI , providing eeuvaent protection _ / '�`Pti�I
,i= a -n ea may be,mmwceaa V •um in slit socks or wattles.
"""nil ' g'.e: z. rig anna.yweemp°at \ 71 \\ •� 14 -di' / conawpupn Maintenance,
2 2 eh that age a°not deform. \
Stokes Stakes 3. ell should be nsta az parallelm / 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.P NCG-01 inspect t k tl afterM1 1inch or
sECnON met beyond me toe ofa \ \ ��a 060
. \ // \ material and pro d dal lrr fll' k tl dite3cT ONgra urvueue(Iedema lu w. \ Pa Y9ra 9 Y q P YM areas should.sated et me edge of the \ \ 13 / /� \ 2.Plata the gravel to fha apeufic gretle anddmenaona shown on the plans antl 2Mantanlh g Ip d- dt t p t tl d aril
` 72 �I \ / / \ smooth it from leap g th t cto T Th' v a p dlO 11 pain �,� \ \ / //� / 3 Provde drone to carry water to a setlment tra or other sutable outlet topdress gwth2nch stone.y Ma*' �o g W+ sill l 1 - ^B 'f.J \ \ \ // 2 / v4 Use geotextile abncs n order to m ro a stab ry of the foundation n locations 3 Immediately remove all objectionable mater als sp Iletl washed or
4
C p v_ /-� - subject to seepage or h gh water table tracked onto pub)c roadwaysinch x 2 inch cross section should be driven N ci' \
me.3lakeaa"°"'db through the plamdalaenter of lie rval �� 56 lie S'd� �� CONSTRUCTION ENTRANCE/EXIT
socks/wattles^ rung tin°�maximumime maximum interval of 4 feet or a
Trench in mutual tit wcMwanle is paced ina4inm _ ONSTRUCTION /
Wood Mulch or Com st grouna a"Min. oftrench.
tam -- \ LIMITS , e� 1 /\t
0 1 NSTneight of log 5. the event Me lie.when /'
UNTRENCHED IONareusedm ..hheave 57 e.\bO`� 'Q,
Lat Plan ,fir
It.
‘.....-
ISOMETRIC VIEW ,•a• `••w`c,m•.m"•®rm.,,,,.ua,,.m,.. MAINTENANCE:
an eaaawam.see least and Zltitellafter
I ` �L, \ \e „H„ I��
h 1
Mulch or Compoeown.sax INNAL FLOW RATES as ' �j CONSTRUCTION SCHEDULE
4so'n„°n"rdi, \ / I.Obmiv allnwcssary permim and plan approvals.Erosion evd 9edimevtCmtrol(E&SC7 permit evde Certificate o[Covmagc(COC7
forunbenrfreaeocks Area pre,* ...ma. ( (bp°,)( 20trch 2. azkmustb pate a clogged or 76
ustbeobmivedbefore�ny Imdd i ingecbvniesoccur.AePoYof the E&SCpermit,me COCendahardcopyofthe playmust
��invi ock/mos. Mope DesFm) 750 Fmt ° on ShamFlworxnre �apff 4. / bekemravelc,preuctioYinalxrmimt,box,then
and accessible awing inspection.
fence
2.Install gavel construction entrances Drat trim silt fences,reinforced alit Gvice
outlets
H Ong ate 7.0 rtia 7g, gzgft v.. 5. di...
i.. i comp.an to metre..
e \ / 4.Begin lot
e^lea.a es on started.
Ilc nw. sins a'mmwame inspected until land / S Finish
cleating mmgexbavatin activities°rc nthe lots as they are arted.
/ne/. i/m%m) /m/. i/m/m) /m/. ....M..'
...ceism ear. ...id' S.Begin or chin with house construction activities.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ 260 10 / �� 7.e Finish
all rough
andnatios.nawmim
patios.
\ / 8.6nalgraegrgg,mg of ching arms
most installation\ \ 9 Final gross mulching and stabilizing of lot In m saes this will involve the i sultan n of sad on the lot The silt from will
k.
DATE: Wire Fence Filter Fabric PAGE: \ �/ \ avmploonuntilhalli s sodded.semgmsstioon ofthe12ed No ovand NO rndimdentation con measures
10, Theon d on
fin and control and complete the following
8'Max.Standard Strength lab' e _ \ combined If' f found m DEMLR b
site
smut Post \ nftps I/www d /b d s/ 1 d d cc/ / atcr programMpdes constmcvon program.
e Mex.Eatres g brc cutwrefen tare Fence Wire eind C1 trench \ \ Twelvem of complete p forma ill be keptsite d lab)f inspection at all times,It is rccommmdeda
ben mfa fence
d Compact 4" copy be kept perm box.Ref G.S. 3 5 through G.S. 3 57 Sec' 5A NCAC 04A0101 through 15A
thoroughly NCAC 04 5000 1 CG00000 Sf Construction
Steel Post -- \
en
Rib.
- \ u.salt for a a 1 be performed I m at a days and
- vpe wiM 24h f very of greater M 1 h Any needed repairsshall be de immediately to maintain measures as
1 �_ designed,All ESC shall be maintainedspecified- h - details hip) A -6 gehallb install.
Plastic or A ffi z4 a T 260� � aim project for monitoring.
tyre tea �rai Ix mope a r al p con n I n Ix h II DEMLR f n MSC
f •
aMI^ \ \ / / \ pl .tin DEMLR'rn tinI tit on repo n - rill -
f n
'deg. MCG01 b 1 N Loftum'nnron(c NO'C).A5100e Ig ncml pLrmlt G.c will bcphmged
1tre NY :along MetrercM1S\ `^` \ \ \ \ / �- \ uvtilthea-NOThasburntilledout.1 LFilter Fabric sow t \\ \ \ ` ^ \ \ I ` ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
1. mmm�me seaimen b strengthR ENUN mrengm�syrermic 011011 rius. cocas SECTION VIEW \ \v/ \ \ \ / / NCGS113A-54.1"IS AVAILABLEFORUSE.IT CAN BE COMPLETED BY HAND OR
S.Ensure that.height of the soda..fence�nmay Imppurm ROORes of watesue ent m can a failure cf the..re) rv'"a grouna.(Hig"erfences \ \ \are ` \ / - �\ / COMPLETED AS AN EXCEL KERNOTATEET.
\ \ \ \ / / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
ecurelt the filter astenr.10memmr°cIm^onuous ly aewppoa post with 4 feet th of m,inmumaoverlap when
joints
poost. / EROSION AND
4.Support standardsINTO filter fabric by wiremesh mmmea semrelvm me upslope side of me pains.Exrena nonce: \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
the wire in.support to the bottom of ps Ice Maintenance:
era fences et least onceeweek one aver eacnl \ xr-,
NCAC 048.0131 STALES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
a maxmumma rem and tesile s°'"n um be anven Ma inch or ggre mbecWell.akea m�uredreairs immedi p \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
5.when a wire mesh is APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
trench.Fasten the wire
50
securely he grouna e"ren�mofzeside of Me fence post.Wire or plasticzip^Incneapes a a o \� H
6. filter fa. ocat tyr orole:oti does es nmle na mu m50 pounamrise aRemove sediment rorege volumetornInor become ineffective,replace it aeate / /void nerin miiniing tnd ferig j
/ / •
CONTROL PLAN.'
].ExcaNmeme trencnrier. lmetelyalnMea wide and eincbes deep along me proposed line of me posts end Remove
) \/ ///
\ I8.Glum°efrom fa sec elee,rahn dole aeb°aog andaiaeorueaompa d aenreareahrasbee aeperly.i e'nanaeriuecom Osultsirg IIh \ \\ \
O.eace12incmnchwmmiloa ervtomandskiea. p Thorough g compaction ilia andbrInaheareabemdeandStabil t \
g�rn;�ailt,m,�performance. �. reI L / i 1 ) ��
ANC-Envircnrnert lul.Joey M Ij
FFFF\NC E,F, SILT FENCE \ I zA ���\ \ �� J I l Ei1
o
. .-.N 0 i C \\\\ \ __./
az
DATE: PAGE:
MIN .� FENCE \ \I \\\ J�) \ %/� ) /J 1 �� PAGE 1 of 2
\\ I / J/// TOTAL DISTURBED ACREAGE: 0.37 ACRES
MDSTBE --- \� v � �� / ��I 1 I LOT EROSION CONTROL PLAN
LOTS 22 & 57
STEELF VIABOVE CE WASHED �� bk..„... J�� I J�J l� KIRWIN VILLAGE
HARDWARE WIRE DLD R \ - � , / - � 2 / /, / ' \ / PHASE 1A
„� FRONT BURY WIRE FENCE,FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
WASHED STONE _ a CLOTH IN TRENCH DREAM FINDERS
FILTER OF
3'FILTER FABRIC
NOTES: INTO SOLID GROUNDGeneral-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be
zs7 ON GROUND 1.Hardware cloth andgrevel�shoMuIdoverlaythesilttenceoatleastni2E relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained toinsure proper ground stabilizing cover. HOMES, LLC
88ro inches. Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment froAlavin the construction site.This may require periodic to dressin with 2-inch stone.After each rainfall,inspect an structure used to trap sediment and clean it out as necessary. Immediate) remove all
�°O � g , ° g y q ° top dressing p y ° ry' Y RAEFORD TOWNSHIP HAKE COUNTY
a 2.Stone outlets should be placed on low elevation areas of silt fence objectionable materials spilled,washed,or tracked onto public roadways.
and based on field conditions. Silt Fence-Sedimentfences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure SCALE: 1"=100' DECEMBER 2023
MAINTENANCE: that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence et tall times.Take care to not undermine the fence during deem.operations. -
BURY WIRE FENCE AND ig my,.,uppER.4 oP 1.Per NCG-01,inspect outlet at lest once a week and aft each1inchor GRAPHIC SCALE
ter rainfall event.Complete anyrequired repairs immediate) Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
HARDWARE CLOTH FILTER FABRIC IN TRENCH rea y. too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds s inches. and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
3.Keep mesh tree of debris to provide adequate flow. Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. 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 9 = MMI 11
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass.
5.Replace stone as needed to facilitate de-watering.
..\NC-Envirrento1.},eg Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed ( IN FEET )
SILT FENCE OUTLET sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 1 inch = 100 ft.
Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106
LAST SAVED:12/6/2023 1:52 PM LAST PLOTTED:12/7/2023 10.44 AM PLOTTED Eli Dennis Gilbert FILENAME:G\CURRENT JOBS\H Es H CONSTRUCTORS\23-1367-05 KIRWIN VILLAGE-EC\PLANS\KIRWIN VILLAGE EC-LOTS 22 h 57,0WG