NCC241655_Site Plan or Location Map_20240531

54.
o-S - - CONSTRUCTION SCHEDULE DATE: PAGE:
l h / 2 Obtain
I permits and plan approvals.Erosion and Sediment Control(E&SC)permit and a Certificate of Coverage
® / -- I.Obtain all necessary
/ I plan(CO mu at kept ons'o�venablye any in disem�bingx,and occur.A ring of Me FBnSC perms to COC and eM1erJ copy of the
plasm must brkepr on site,preferably in Hbox,and accessible Jun inspection.�) a Puml
gravel eonstru siltfwa toned sihfenoa
e � ed en ea .rein
tle6 era wastes
pp 3.FinisM1 clearing and grubbing any necessary areas on the lens as they are starts. p�� %
4.Begin lotgmding and excavation activitles � ti u �'� P
�' ¢9, 3.Bagln or continue with houeeconswcdon acdvltlea. ¶' �/ �•
�F b ,,,AAA
�' �>> Sx 6.Finish all rough grading end house construction.Allarees not disturbed forTdeys needsmhave temporary or pe�tnment
.' { 1, / ground<ov<r mamll<d. ¶Nous¶ .8 CZ I. �� :: HouSE ii
a HOUSE i
]I Wldn lka dpan J HOUSE
bQ ¢� g.Be in tinegrading of lot a 'S5 9.F ;g g -g d b g - Il involve installation of sod on me lot The'If will
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1 '1 h I dd d stabilized d kes hold. .� L. Lire
L,�I L. .� Jl �3J rI / 10 TM1 c M1 11 J If - f h J W'emotioncontrol measuresandcomPleteN full BC8 SRO r AY ROADWAY SAY AY AY AY
/ b J If' p f f d M1 DEMLR ba' 1r
9>2 • hnpsTS.
.deq nc go abour/div rattly mineral d-I rid resoumes/stormwamr/smnnweter progreMnpdes co awe ion program. G L CURB TI
Y schematicltlln dfere ed'u8ted.ftneca55a for Mcementet low
MONTR036 SEPTIC FOR gned.All ESC measures shall be maintained as specified in the conslnction d.ils on Nis plan.A min gauge shall be isstalled FLOW DIRECTIO p gram en 1 ry, p points.Iflotsere\/\ SR1215 �O"ya 31 I pOJem site for df a atorngl krs.Whrn Ne he M1ell con DBM Rto clos<outthe P&SC SILT FENCE Fenti�Sous antl have tlRa ant lantl owns aor builtlere.each lot shoultl have intlivitlual6ittl oqa ' ecdan an epmnce project is comp permitkeas SILT FENCE OUTLEMI T
-/i/y n.ARer DErvaRinforms rbe ftbe lose our,vie irss xtion the shell visitcURDINLET 3.Install required Silt Fence within l0 feet of property line to ensure there is no conflict wed pemmnee o pmje"c p report, permiaee ONSTRUCTION ENTRANEHE a tic s stem.It Is the res Ibll f the builder to ensure the instellatlon of sediment
deq.ne.govMCG01"W submitenelectronic Notice of krminetirn(e-NOIT.AS120 etmual general permit fee willbe cbeBed sp y pons ityontil the a-NOT has been filled out, = control measures does not impact the septic system and repair area(s).
\ * V*IJ/ LOT66
/ other alternative exists.Ifthis ceparefion cannot ba achieved,thFOR LOT65 ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY contained behind Silt Fence.
S \ �=+ NCGS 113A-04.10S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR 6.Inlets downstream of disturbances should be protected:streets should be swept when
rs' �"w ♦ TS 1` COMPLETED AS AN EXCEL SPREADSHEET. yis preset eiT ltei sediment fromAmtencEconstruction ce Outlets,
t.
V�a AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED NC-Environmental.
0 5� \ jpeg U.Details for Alt Fence,Silt Fence Outlets,Construction Entrances and other measures are
,s ,,I{, EROSION AND -- - - provided on additional sheets.Erosion and sediment Control details arenotdrzwn to stale.
.CK 368 p`J7
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A TYPICAL LOT LAYOUT WITH CURB AND GUTTER
a 7 / \ NCAC 046.0131 STATES THAT-_.DOCUMENTATION SHALL BE ACCOMPLISHED BY
\ APPROVEDROIVG AND DATING EACH SE MEASURE OR PRACTICE PLAN SHOWN ON A COPY OF THE
OPEN EROSION AND SEDIMENTATION CONTROL 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 , 67 \ l CONTROL PLAN."
p ,-s I S ICE 00\ \
�a
4 VICINITY MAP' / C.
66VI j Arif4eieffiTailiiiiik
DATE: 011 SS.
Other materials providing equiimient protectiondtles he i.W1 21 k 81 to bed length such that logs do O deform. 4JlMlTlL4J, 1*
land disturbance.prevent i i I I 4. Oak or other durable hard..stakes kwith a 2
W inch x 2 inch cross section should be driven
vertically plumb,through the socidwattle.Stakes should r of the silt
maximum interval of 4 feet ximum interval
of 8 feei if Wood Mulch UNTRENCHEDNSTM1enuA9nnoN t of lags s pavement...11, CONSTRUCTION
socksCwattles are...a. CONSTRUCTION LIMITS
e1..,...e.,.„w..m.v.,m.,m�.m,wo.,s,.vae,.m,,. sockfwaWblocks e to shall be in malremn ng runoff events.
LIMITS 47
ISOMETRIC �MAINTENANCE:
>aa W eta>tce n weekly end .t Remove Lot Plan LotPl..a 60� SODDING
cakvosr SOCK IMnAL none Oneseach 1 inch or reater a, $ •
LAY SOD INA STAGGERED
-
a,Dn n d SComocks c.rea To Prew Md p FIn pMmatar =m (bn" )(«n )can m) ',s n m ran n p if clogged or
j • 48 ��
Shoal RacySilt Sack �„gm laxj (es`m)Mg':enj a 5 Lot Plan \ �
a5
Work Area Wattle /a (sns m) (area m) (ow 4 Lot Plan J� O„ sxpsr"prelMMwo Pieces
r.:'gn aoo. T. 1r. ,,. 2z 34 S tiger
°�naneri&n°spedaeaantlland d /
TTING
SILT SOCK/WATTLE FOR PERIMETER AND mew
INLET PROTECTION 6 �D Let Plan1110.Lot Plan "D'
DATE: Wire penceFilter Fabric PAGE: \ \ Lot 50Plan \ \
8'Max.Standard Strength fabdc with wire fence - Lot Plan
Steel Post s..Eaas p „,,,,tautwre ten Wlre Fence VAre Ba<knl trenchand E
Steel Postax thoroughly
\ \ \ \, -}-- _- Y
Dp $ 51n Au»offlXio TAe. aril N aMm as
a 56 \ ) / aAa
Plastic or - f
n Lct Plan 21 Hnx z s1.
Wire ties //�/ ;M STABILIZATION
"Hsi +CONSTRUCTION I eo.w u
ta4 % Cl GROUND STABILIZATION \IMITS a� I (pEN
APPEARANCE OF GOOD SOD
DEISCRPREA 3TIMBILIFRAMEN EXCEPTIONS CON TRUCTIONLola 52 s��) PACE Ii!
IIIMITS
l}'X' �;o �ullltt ao„ ( •- are,.
OrConstruman the seamen b strength or strength synthetic CROSS SECTION VIEW SWALES,DITCHES / 20 '�
g nd.las fences &SLOPES 1O \ / o>n,>aamn..
t c t arnermsmnaam" exo-a se
z EnyImpoudsure volumes height otatersuMmreno cause Milurenot eel
may Impoundvorfablewarersolnti emm close re ore or 1 24 inches above W HIGH QUALITY 7 DAYS NONE Lot Plan \ / 6C ice s= *ry
a.cenmmnmenmrrfasten m.continuous ram somas --- joints are WATER ZONES o G
PP cecessery nsecurelyd.nda rasmn mettercam only at amesh
wppon post rare - to .post
4.Supportstandam"rengthfilterfab,abywremeshfastene Extend Maintenance: (HOW) 11
the wiremesn support tome bottom of the trench.Fasten the psbpe 1, nspedsediment fences at least once a week and after each
side come fense zip lies shoed haves m 50 pound tense strength inch or greater rainfall.make repair:immediately. SLOPES STEEPER 7 DAYS IF SLOPES ARE �- 62 \ � General Erosion Control Notes
5.when a wire 2.shone to fated°m a seams tear,decompose, THAN 3:1 10'OR LESS IN coNSTRUCTION p
„ouExtraretren to alterfahnc wits root p a minimum o„sp g does not require a wire mesh supponirnce„sermrelynwn ineffective,ches. or become dposits as necessary to LENGTH AND ARE /it promptly. klMlr6 q� 1.Only the areas shown shall be disturbed.
6.fasten to finenabeo eirecarmposm.vireo,pleeao sip lies snorts naves mmimnmmso gorse tensile Remove
rafts next rain and reduce pressure e NOT STEEPER M I 2.All disturbed a shall be grassed and
r.strength.
to trench apwoxlmetelv4lnmea wide aria eincnes deep along the propa>ea fine Otte goats era 3 fence.Take raretq avoid undermmty the fence curing adequate _ qTq mulched as vet possible d maintained
ea
ate
cle
u Don a an
u THAN 2:1, 14 I Sea l until pemanent co established.
pp>op>rmmm - Dues„Ong materials aim deposits DAYS ARE - '
6 Place 12nche - bottom and side rate trench. brng to area to grade and Stabil.eit to contributing I ALLOWED C2
s sm�Iro.Iuiss�wiM sail pe rmasa over tefilmrrabda and cempa"TnomnenmompaaoonOttebaakfi s amtage area has been pmeeetstab-iced. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR (M 12
10,Do not attach finer fabric me0Nang trees. FLATTER SLOPES GREATER I \
•
THAN 50'IN I
ANC-Erivo-e rnmrml.jpeg SILT FENCE LENGTH
\ \
....GT,tv,.1 �,,.�, ALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HQW ZONES) 14 115 I16
DATE: PAGE: / /, \ ` \ \
eta �I 500• m \ PAGE 1 of 2
/ TOTAL DISTURBED ACREAGE: 6.44 ACRES
LOT EROSION CONTROL PLAN
LOTS 4-10 & 45-51
TOP OF SILT FENCE k TABOVE THE HE MUST BE AT / _ WALTERS
STEEL BEN 7---- MEADOW
•
HARDWAREWIRE
FENCE
NOTH FRONT VIEW SPA(3 .24
BURY WM FENCE,
FILTER FABRIC,
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOR
WASHED STONE _ al~ CLOTH IN TRENCH
DREAM FINDERS
FILTER OF
8 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
zST ON GROUND 1.Hardware cloth andgreveI hoPART MuIdoverlaythesiltrenceoatleastAi2E 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
88ft 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
a a � 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' MAY 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.
of 1.Per NCG-0fall event outletle lest once ewrekand afterimeach 1 tely. on Sodding The sod should be maintained to insure that the take holds in the areas being d.The sod should be watered as necessary to maintain adequate t the root zone and prevent of 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- root boymain grass stature ry quae moisture in proven dormancy quae gro too 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. and stabilization of the 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 ll
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 -al.„, 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 gF-0106
LAST SAVED:5/20/2024 3:35 PM LAST PLOTTED:5/20/2024 3:35 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\23-1367-02 WALTERS MEADOW-EC\PLANS\WALTERSMEADOWEC-LOT54-10&45-51.oWG