NCC230891_Site Plan or Location Map_20230331

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AND HARDWARE
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F inches.
ATE:
Slit Sock/ Wattle Silt Sock/ Wattle
NOTE
FLOw�_� arm Pmnw t' aloe sue.rlmee far
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Stakes mki.)enouN l»ImMllea parallelw
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0 1/2 height ef log s. ble^Ire. when
UNTIFENCHED INSTAL —ON
ENTHEI
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sneer Fo Silt Sock, e
weld wattle
\NC-Envir ILT SOCK / WATTLE FOR PERIMETER AND INLET PROTECTION
DATE: Fluor PAGE:
Wire Fen lter Fobric
seal Post Bfill h
a Max. Extra strergm9henewnnom von kn Wire Fence Wae andacktrencCompact
Steel Post Noroughly
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CROESSECTIONVIEW
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SILT FENCE
AST s D:2/2e/2o2a 4:03 PM usT P 10): 2/28/2023 4ao PM PLOTTED ey. 0mnn Gabert FILENAME.
PACE \ \
24 23
1 I 25�,T! 22/
26330
27
46
45
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CONSTRUCTION
IMITS
53 Let lan
�
Q
CONSTRUCTION SCHEDULE
1. Obtain all necessary permits end plan approvals. Erosion and Sediment Control
permit and a Certificate Coverage (COC) most be obtained before any land disturbing activities
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CoIlm.
wcuirsb-, d .. E&SCorm,i,Ne COC and shard copy of the plus most be kept on site, pref bly iva
t,
pstall box,mvaeoi..wumseiind,toe
A SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR
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2. Finish eh, el con itrSnuibingoances s,oy rn siltnt1w Imsse Hey n,strnw outlets and wattles.
3. Finish cle;3m,agmbbivgany necessary areas on Ne lots se Hey are started.
ETED A4.1 N
AN EXCEL SPREADSHEET.
COMPLETED NATIVE
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
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4. Begin lot grading and excavation activities
EROSION AND
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5. Beginor .11muinuewiim,selecoristmcrime.fievities.
b. Finish allrough grading and house conswction.
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A
NCAC 046, STATES THAT -...DOCUMENTATION SHALL ACCOMPLISHED By
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7. Install driveways, walks and patios.
AND N
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
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8. Begin true grading`H`areas
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
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9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
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Thesilt fc.,willremain in place until Ne lot is.added argmssing is stabilized and takes M1old.
10. The cohtracmr shall conduct self -inspections of Ne erosion and aedimmmtinn control measmea sod complete
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN.'
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Ne following combined self-inspmtiov f found o dueT= webers,
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ems,dies.no¢ov/ncden/Enerevc/20Mineral%20and%201and%dOResources/StormwaterMPDES%d0
General%26PCrmltr/OEMLR-CSW-Movito vg-Porme-Rev-Au.¢uet-S-]019.pdP. Twelve mouths oPcomplete
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to 7)
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28
29 / /
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41
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TRUC
) I ' I r � \ \CRSO,� 56 �1��� CON LIMITS
\ CONSTRUCTION °
GROUND STABILIZATION
SITE AREA
STABILIZATION
DESCRIPTION
TIME FRAME
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
& SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(HOW)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE
THAN 3:1
10' OR LESS IN
LENGTH AND ARE
NOT STEEPER
THAN 2:1, 14
DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN
LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT
WITH SLOPES
FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
^35fi F LIMITS r "�
JI \ter 57
\ \ 17p 38
58 0 Lot Plan
Lot Plan aB,
\ 'A"
T, Lot a
!A�� o
\ 6+ CTION CONSTRU
35E \ \TO LIMITS
60
61
rhspechtroh Wvh:,ballbekeptmmteand avarlable[or mspeUron at all times. It is recommmdedacopy be
\\\ keptr tip f IDS 113A 56.1 (1),15A Kound me... 1.. W cP r.A dB)
11. Self insp f d d t t control measures It be performed l cry seven
rol— Its,nod,
d 'N' 2uu f cry mtollgreater th 1' hAhy dad p' ballb
_ made im d' I d i Ah All le mea. tree dspecifiedin
Y 8n
the conshu de ails on a 1 . A min gauge shall be installed h p oject site f W g
IZ ,,o, out
and final acceptance letters Whm Ne tholes[is wm ffwtheper 1i oshall contact DEMLR to
/ close out Ne Effi3C Plan. After DEMLR informs Ne permihee of the project close out, via inspection report,
or permihee shall nit f-will K cho od 01"to submit T electronic Notice of temrinazion (e-NOT). A SI00
/amualgmeral permit fee will be charged until Ne o-NOT has been filled out.
32
33
34 %
A°
OPEN
SPACE
>v�
CONSTRUCTION
LIMITS
37
36
J I\I
854
\ � \ 62 \
\ � 63 \
ANI Co
III RaNal
SODDING
�� wT .xc owaR.cnv
u
,..-.. .. ,eaIIIAo,1111W,
whxma LND Aam.wnla ",idll.. x,p , aI EMm�ea
APPEARANCE OF GOOD SOD r
mc.orcu..
Notes:
Cut INLET
1. If needed, Tree Protection handingshould be installed long the buffer zone wetland
9
bountland/or around protertetl Vees, providing a radius of at least 1.25 feet for each
Ea[rve
inchft o,It
nametar.
2. Install Silt F.Fence the low elevation sif... each lot Install Silt Fence outlets shown on
F_"NLOW D Ecnory
schematiGtlia re and field adustetl if neceesa for lacement at low finis. If lots are
m
ItT FENCE
contiguous and hue different land owners or builders, each lot should have individual Silt
Fimeas.
SILT FENCE 01-TILIET ®
S. Install required SlIt Fence within 10 feet of property line to ensure there Is no conflict with
cONSTRuc ON ENTRANCE
s.,Dcsystem. It is the responsibility of Ole builder to ensure the lnstalletlon of sediment
use INLET
control measures does not impart the septic system and repair area(.).
4. At least one Construction Enlr.—ENt is to be Installed per lot.
5. Waste bins and oMe, areas dedicated for managing building material waste shall be at
least 50 feet away from storm drein inlets or drainage ditches unless h can be shown that
no other alternative exists. If this separation cannot be a,hiev,d, these areas must be
Contained behind Silt Fence.
6. Inlets downstream of disturbances should be petectatl; streets should be swept when
\NC -Environmental. jpeg
sediment from the construction activity is present.
7. Details for Silt Fence, Sift Fenoe Outlets, Construction Entrance, and other measures are
provided on addR AI sheets. Erosion and sediment control details are not drawn [o wale.
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TYPICAL LOT LAYOUT WITH CURB AND GUTTER
rome ape a eanaemeirsw arM1w,nm rogeniona �a -.pear ever actor echo greaser �o9 s
2,=1
A- oem
carry warerroa ea Poet
obvsmy Is1.muneerm �uoceran. msaw y cues sea maenala.w lea waow! v I— oma
eNemro.eePei nal:�r1W
\ OPEN \
SPACE
General Erosion Control Notes
1. Only the areas shown shall be disturbed
2 All disturbed arens Shall grassed and ----- -----
P,ochad
ass aRI—ble nd m .aned
until pern-ent cover stablshed \J
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
General -All measures will be inspected and connections 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
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.
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.
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
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.
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 Gould inhibit adequate growth
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.
Grasslna and Mulching - The area to receive grassing and mulching should be property 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
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.
Wattles - Wattles shall be inspected after signifcant 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
sediment shall be deposited within the project in such away that the sediment is not subject to erosion by wind or water.
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
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the Contributing drainage area has been property stabilized.
55-02 see— CROSSING—EC\PUNNS\CAROLINA XING EC —LOTS 38. 39. 42,43. 58 & 59.DWG
CONSTRUCTION ENTRANCE I EXIT
PAGE 1 of 2
TOTAL DISTURBED ACREAGE: 2.34 ACRES
LOT EROSION CONTROL PLAN
LOTS 38, 39, 42, 43, 58 & 59
CAROLINA CROSSING
PHASE ONE
FOR
A&G RESIDENTIAL, LLC
QUEWHIFFLE TOWNSHIP HOKE COUNTY
SCALE: VI= 100' MARCH 2O23
GRAPHIC SCALE
10U 0 50 100 200 400
IN FEET )
L inch = 100 tit.
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 28305
PHONE [phone] FAX [phone] LICENSE gF-0106 ississill