NCC243815_Site Plan or Location Map_20241212

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APPEARANCE
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General Erosion Control Notes / • / PPG fir& /
1, Only the areasshown shall be disturbed. OQ� / / / �OON7RUCTION 31 / \ 26 �, // � _
2.All disturbed areasshah be grassed and / / / -_— II �mmm/// IMITS � /
mulched as soonas possible and maintained // J p I
until pemanent over Is estalish , g.w ,•arfawha Trail / Nr / — .sE% 2 / o / /
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GR❑UND STABILIZATI❑N 1 / / /
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SITE AREA STABILIZATION EXCEPTIONS4� / /DESCRIPTION TIME FRAME C \ \ / \ \ \ • /PERIMETER 7 DAYS NONE ` \DIKES, SWALES, 1 \ \ •
/ / / /DITCHES & \ \ \ \\ \ `\ \ 1I I I I / \ I \ \\ I / /
SLOPES I
HIGH QUALITY 7 DAYS NONE J / I
WATER ZONES
C \ \ V / /SLOPESTHAN 31 STEEPER 7 DAYS 1IF SLOPES 0' OR LESS ARE Oaa/e, \ \ \ I ) / //I I \ I / / \ /
LENGTH AND ARE �f'e \ \ / / �-
N
NOT STEEPER \ \� / / / V A
THAN 2�1, 14 / \ \ \ \ 111
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DAYS ARE I \
ALLOWED
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR •
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FLATTER SLOPES GREATER \\`\ \
THAN 50' IN
LENGTH / /: \ \ • /� I , \ \ \ \ \
ALL OTHER 14 DAYS NONE (EXCEPT \ — —\
AREAS WITH FOR PERIMETERS / / \ ' \ \ \ \ \ \ \ \ \
SLOPES FLATTER AND HOW ZONES) ) I \ \ \ \ \ \
THAN 4:1 I/ ••
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DATE: E: \ \ \ \ •\ I I \ \
F NIN _� FENCE PAGE 1 of 2
+ ,>.mmmmuFI mL�IFHH,FIFlIIL� t /I MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DISTURBED ACREAGE a6z ACRES
' _, LOT EROSION CONTROL PLAN
General-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
LOTS 38 — 40
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. IN
STEEL FENCE POSTWASHEDTHE sr - Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
---- objectionable materials spilled,washed,or tracked onto public roadways.
BETHE SDA PINES
HARDWARE CLOTH FRONT VIEW 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 FOR
WIRE FENCE ......""...
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FILTER FABRIC. 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 duringcleanout operations.
, AND HARDWARE
g q g CAVINESS & CATES BUILDING
wasxeD sroNe q e L CLOTH IN TRENCH 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
INTO SOLID ceRoumD 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. AND DEVELOPMENT CO.
NOTES:
"a�� DaoumD 1.Hardware cloth and revel should overlay the silt fence at least 12
o8�"cVP� inches. g y 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 SANDH I LLS TOWNSHIP MOORE COUNTY
o'odlso 2.Stone
neoutlts should
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be placed en low elevation areas of silt fence 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.
and SCALE: "_100' NOVEMBER 2024
\\ MAINTENANCE: 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 GRAPHIC SCALE
BURT WIRE FENCE AND eORV s of 2 Per NCG-01,inspect outlet at lest once a week and after each 1 inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. leo 0 50 100 200 400
HARDWARE CLOTH TER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches. 11
3.Keep mesh free of debris to provide adequate now. 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 rare to avoid undermining the fence during cleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all
semen.clew 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized.
..\NL-Enviro „t,.l.jyry 5.Replace stone as needed to facilitate de-watering. ( IN FEET )
1 inch = 100 ft.
,,,,,,,v„ SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE tF-0106
LAST SAVE2X11/2024 8:2ta00n,PLOnr20..1/2024 8:31Pa91rT£O adonis Gilbahr/LENAcce:\CURRENT JOBS\CAVINESS AND CATES DEVELOPMENT INC\24-2017—01 SETHESDAP,NES—EC\PLANS\BETHESDAEC—LOTS38-40.DWG