NCC240739_Site Plan or Location Map_20240318

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54.
o-^� - - CONSTRUCTION SCHEDULE DATE: PAGE:
1 h h / 2 Obtain
I pert.and plan approvals.Erosion and Sediment Control(E&SC)permit and a Certif.of Coverage
® / -- I.Obtain all necessary
/ I (COC)Imsrbe obtained
o��rencany land disturbing activities occur.A copy of the MSC permit the COC and eherJ copy of the
Man be kept on site,preferably in M box,and accessible Jun Inspection�) a Puml
gravel consnu silt fumed sih fence
e � ed entrances .rein
tlels and wenles
p p 3.FinisM1 clearing and grubbing any necessary areas on the lmsastbey are stanM. ra-
�y
S5 • in lotgmding and excavation activitles � ti u �� P
�F6' ¢9, S.BaBin or cantinas with hausecoriswction activities. ¶' ,/ ,Q•
$' S x b J
6.Finish all rough grading end house construction.All areesnm disnubed for,days needs to have temporary or permanent
:� { QOP� / CC of lot areas
• ne JL9F' Igr IM1' d mb'1'"g fl IM1' 'Il- h installation ofsod on the lot The silt fence will RAY -. .� U l,�J L-/ ai 1 '1 h otlded tiros' bl-J"J"k hold. C8 RO r AY ROADWAY 10.The h ll d If' pee softy ndsedime on control measures and complete the following G I CURB INLET
of cURa omb d elf inspection form found an the DEMLR website Notes:
a hops//www.dcn.nc.gov/alnut/divisions/energy-mineral-and-land-resources/stem,water/stomrwater-prognMnpdes-consmrction-program. 1.If needetl.Tree Protection fencing should be installed along the buffer zone,wetland
®.o Twelve months afcotnplek iriapection forma snap be kept on site and available for inspection at all times.It is rccommendeda LEGEND beundary antl/or around protected trees,providing a radius of at least 1.25 feet for each
Nopybe kept in a pemrrm box.Ref G.S.113A-Sd.l et
G.S.1I3A-S]Sections ISA NCAC 04A,0101 through ISA in of trunk diameter.
OFFSITE CAC 04C CfC Gen Permit NCG 010000 NPDES for Construction Amiviticc 2.InstalI SII Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on
y I 11.Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven calendar days and N schematic/dlagrem end foldlevatied,if necessary,for placement et low points.if lots ere
MONTR036 SEPTIC FOR ` within0Hours ofevery rein hall Sn gremerthesa ineM1.Any needed repairs shell be made immediaklymmaintain measures as
FLOWEN DIRECTION ti tlhave tliftenent land owners or builders.each lotshouts have intlivitlual Silt\/\AO SR 1215 O�toWgyROAO 31 LOT 66 \I etbprojenlsEirefor mo�ito g,I be3maintained asspecilied in the consWgion details on I.Man.A rain gauge shall be installed SILT FENCE Fencesous an
l o a'R IS/J ' t SILT FENCE OUTLET Ili 3.Install required Silt Fence within 10 feet ofpropertyline to ensure there is no conflict with
12.1nspection and final acceptance letters.When the project is complete,the perminees Snell contact DEMLRto close earths FRSC req
/ Plan.After DEMLR informs the permiuee of Me project close out,via inspection),spun,tie Hall visit ENTRANCE septic system.It Is the responsibility of the builder to ensure the installation of sediment
cement e s control measures does not impact the set t and re
"deq.n<.govMCG01"msubmit an electronic Notice of termination(e-NOT).A$120 annual general perrwt fee will be charged EHE
CURD INLET � m pas pie system an pair area(s).
OFFSITE until the a-NOT has been filled out. 4.At least one Construction Entrance/Exit is to be installed per lot.
E6Ili / 5.Waste bins and other areas dedicated for managing building material waste shall be at
�� SEPTIC
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
1 SITE \ / o no other alternative exists.If this separation cannot be achieved,these areas must be
-,8•A nose FOR LOT65 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained behind Silt Fence.
S \ i.�' 1+ NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlats downstream of disturbances should beprotected:streets should be swept when
�"w ♦ TS 1` COMPLETED AS AN EXCEL SPREADSHEET. is preset\V 1F,ei sediment from the construction activityt.
V�a AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED „NC-Environmental.
0 5� \ jpeg ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are
,s ,,I{, EROSION AND -- - - provided on addltlonal sheets.Erosion and sediment control details are notdrzwn to scale.
.CK 388 p`J7
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A TYPICAL LOT LAYOUT WITH CURB AND GUTTER
a 7 0 / \ NCAC INS ND DATING
THAT MEASURE
....DOCUMENTATION SHALL N ACCOMPLISHED BY
\ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
OPEN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
a a EN MAIL 40 °q SPACE DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DATE: PAGE:
p I PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
o &r I p�, KIOSK u 67 \ l CONTROL PLAN."
p :tit I S ICE Fs\
�a
a ��N Rvx,,sx-1xe o / %n 1,
4 VICINITY MAP' / / 66 as T'1,-'117-16-4144114aisegii-ii-eifiefaggi'
N.T.S. / 42 65 . 30 Q��\G�o / soauti) jN � gae ritrit451414141414
DATE: PAGE: / /// // 64 "� � , + �
S' S /watt 51 Sock/wattle NOTE: / / • / -1%- �
FLOW,_ MI d FL II M 1. n / // 40l - 4 -3'n
_,e
co... Fill silt sockAvable netting uniformly with 1 / Consimchon Maintenance:
Stokes Stakes 3. e(1 parallel t• 1.Clear the entrance and exit area of all vegetation,roots and other objectionable 1.Per NCGA1' pcl 1 k d after each 1 inch or
a.a minimum.10 feet beyond the tre of a sEcnaN SECTIONgraope. aeon located /" 4111I '
r110 material and properly grade t g t rr f Il k yr q tl p ediately-
flat areas should. / 1011.1Y2.Place the gravel to the spedfic grade anddmensons shown on the plans antl 2 Mantain the gravel pad inaondtion to prevent mud or sedment
mo0thit. from leaving the construction site.This may require periodic
FO �O of the
wwamel l snwia betuameaM1d mlya p op m // 45 ,,• 3.Provide drainage to carry water to a sediment trap or other suitable outlet. from leaving
iin with 2 inch stone.
° 8 prevent emel>1m going around eerie.the / 4.Use geotextile fabdcs in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
subject to seepage or high water table. tracked ante public roadways.
n I i 1 I 4. Oak or other fixable hard..stakes with a 2
inch x 2 inch cro.section should be driven ,
g) ll) vertically plumb,through the center of Me silt
sockfwatlie.Stakes should be placed at a A.
CONSTRUCTION ENTRANCE/EXIT
maximum interval of 4 feet or of 8 feet if me slit>nrMwattle is maximum m a 4 in.
or Com >
°°1 NSTheight
°log
t g ntl 4 Min. 5. de lie.when
UNTRENCHED ION aveme t)...concrete blocks.all be used 25
ISOMETRIC VIEW hind the silt I
�µ w•v� COMM"!m "1. imp nsaw w asock/wattle to held it in)«>�weekly a .ng runoff � IIIHH111111,10
60\ SODDING
a IMnAL),Luca cams 1 Inch or greater rel.,Remove
as111.111f)111 CONSTRUCTIONtar Unnenmed Socks cam act sock 121nch 1e incn 24 HanMulch or Compost ' LIMITS 'iiIRTvncux;T'A' orxco.e ]so R. Sin sock/wank must ��
(zoom ,,, b p n 99 aaheM Rnw� Prem Md D meter m) (oo m)c.ro ml leap.m) rim) 59 ��Sot tsock/aLe„su(axj (IesFm) (iisrr�nj (pstro) (ian m) (saoe,n) 3 a Lot PI M � sips exofwuM.PecesworxnreI,�wat e TTING-ANGLED..
xwagn dope T- 1t. 1s. zz. D s" ma's'Ixmm ie &pdateanmul�na e.
e %x m%x s %ns %xz m%x(a4 (1e (ice (zs1 (n4 ma'srorenai:sn pMimara,erasarea anwatna � �Tcxeo corwraLvm/m) /m/m) ,/m/m) /m/m) mMMNId. 5 aim MA
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \, Lae dean
/
DATE: Wire fenceFilter Fabric PAGE: 50 7 \
\ Lot Ian
Steel Prat s,,,,Emes g ,,,,,loam wire ten .re Fence 01.611 trench CONSTRUCTION ,
8'Max.Standard strength tabhc with wire fence
Wire 6"
e Compact LIMITS \ } __ Y :.
Steel Post thoroughly
carp maser iPC m1. avowed
as \ 51 56 »Mi p aldlltl.
Plastic or f
L. PlanI21 I (pEN
/ ecru), tau.As nEmsn.w ttHcttz s
+ a a a� SITE AREA STABILIZATION EXCEPTIONS 2'�/) / (APPEARANCE waaxs.Seim
Wire lies
GROUND STABILIZATION OF
t. �,°�metrereh DESCRIPTION TIME FRAME i a5 PACE �o��V�De�d�1�a�1i
/ PERIMETER DIKES, 7 DAYS NONE 55
Filter Fabric / Lot Plan ( ooan
Construction: b strength rengthhsnthet'efi CROSS swALEs,DITCHES 111110
53 "r' / 20
t t the sediment
telaM &SLOPES
z Enacts mature heightrains aee'memrenne arise note.eea ( a / -- o>sa>aomu.r
may Impound volumes or water smncent m cause failure of 1 / �'
3.Conamm the alter fablean lh a contnaaa>rant to thee -sere HIGH QUALITY 7 DAYS NONE 10 •�'
necessary securely fasten mefmrpmh only at atpnaa postfee - the post. WATER ZONES o .e; /
4 support stands strengthby steno Mamenan (HOW)
the wire mesa lope 1. nspect sal fencesafter each
aide of the fens. strength. -nano), - immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE t 62 \ o General Erosion Control Notes
5.When awre 2.Shone fa-a THAN 3,1 10•OR LESS IN �� o
URtren�e .24
IdK_ support fence_serunurnvan nt deposits decompose, LENGTH AND ARE / �� 1.Only the areas shown shall be dsturbed
n,become a
6 3.Remweaea me - adequate
fasten Meaner..dre.),W...Wire orpasne�p lies shoed have a minimum of 50 pound tensile .rage volume forme next ion and reduce pressure on the NOT STEEPER 2.All disturbed areas shall be grassed and
anength. fence.Take care.avod undermining raring I \ ATO mulched ass s possible dmaintained
eon a an
X.Ewlopefine trench Inure>wlx aria a-nanss eeec,along m>pmpa»ax>prm>pp>fe and Remove al THAN 2:1, 14 ,se__
until pemanent cover's established.
upslope rremm - 4.Removes f>narrg mat>naa 'era deposits DAYS ARE qe Place 12 inche - e om and doe of the trench. and brag the area to grade. - - econtabuHN I ALLOWED �\9 an0 ro.�ianee performance ave,me nnerfebda one cempam Tnaronennoml>aminn urine bankfi a arecage area na>been aropenr mob-iaed. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR ('/ 121n.wnat snsos niter rabnamexlasea ve.a. FLATTER SLOPES GREATERI \THAN 50'IN I tic-Erivo-e rnermIjpey SILT FENCE ENGTH slpre''fi;*
FFFFC II,FLF 1 r,�.rr ALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES) 141151DATE: PAGE: / /• \ \
MI" �� SCE• ro \ 0 PAGE 1 of 2
/ TOTAL DISTURBED ACREAGE: 2.33 ACRES
/ LOT EROSION CONTROL PLAN
TOP OF SILT FENCE '
LOTS 55-59
MUST BE AT TABOVE THE HE / WALTERS
STEEL BEN 7.--- MEADOW
•
HARDWAREWIRE
FENCE
OTH, FRONT VIEW SPA(3 '. I /
BURY WIRE FENCE, MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
WASHED STONE _ FENCE
CLOTH IN TRENCH
DREAM FINDERS
FILTER FABRIC,
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
MY ON GROUND 1.Hardware cloth andgreveI hoPART MuIdoverlaythesiltfenceoatleastAi2E 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 to insure proper ground stabilizing cover. HOMES, LLC
88ro inches. Gravel Construction Entrance-The ravel ad should remain in a condition to prevent mud or sediment from leaving 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
°° � g p p g y q ° top dressing p y p ry' y QUEWHIFFLE TOWNSHIP HOKE 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-Sediment fences 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' FEBRUARY 2024
MAINTENANCE: that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations.
BURY MARE FENCE AND g Ry nv,map.,f peg CF 1.Per retrrainfll event outlet atComplete
lestanynamewrekaad os immediately.
rely. ar Sodding The sod should be maintained to insure that the take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisturethe root zone andprevent dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth
GRAPHIC SCALE
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event Complete any required repairs immediately. q- out bed.
grassdMtioery quae in dormancyquae tiro loci 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 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 free 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 = MMI
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-Envir en tat Jpeg 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. t 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[phone] FAX[phone] LICENSE lIF-0106
LAST SAVED:2/21/2024 1:29 PM LAST PLOTTED:2/21/2024 2:41 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H Es H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERSMEADOWEC-LOT555-59.DWG