NCC232999_Site Plan or Location Map_20231016

o _ / \___ _7 i i \
oy �OO,p CONSTRUCTION SCHEDULE \ \\ \ \ \ \ ( / / / \ ) 1 I ( i
\ \
, 4?"Dov• � I.Obtain all necessary permits and plan approvals.Erosion and Sediment Conlrol(E&SC)permit and a CO...a of Coverage \ / II
¢ ju0 A, (CDC)mustbeobtained before any land diswrbing activities occur.A copy of the EASC permit.the COC and a hard copy of the \ /
O Oqp plan must be kept on site,preferably N a permits box,and accessible during inspection.
m �. z.Install gravel aonawaimt entrances rtal,men silt fenaea,reinfarcwant fence
SODDING \ \ / I I -- \
crude¢and waft.. �- Ir /
�< CO&A. 3.Finish clearing and grubbing an as on the lots.they are started. \ I / \ I I
'V 4.Begin lot grading and excavation acuvities ere \i /
3.Begin or continuaugg adiM1 and housecconstruction111111111111111111 L
I \NC SITE FF� 6.FinisballroughgradingendM1ouuconsWaxoat1C9 \ � i
my son inn smmomen
E L,I, GQ- ].Install driveways,walks and patios. I I
GW O `p9 8.Begin fine grading of areas
H _____,
F O ? 9.Final grassing.mulching and stabilizing of Mr activities.
most cases this will involve the installation of sod on the lot.The silt knce willmminsim
N� OH O remain in plaza until the lot is sodded or grossing is stabilized and rakes hold. ✓ '.',"- ......-..OL FOR MCKING DOWN THE �� ` \ ) I 1 I\\ / \ / I /� �- \ I I I
SO 10.The contractor shall conduct self-inspections of me erosion and sedimentation control measures and complete the following 1 \ \ / \
O combined self-inspection form found on the DEMLR website MYR e - I I ...-/ I --\ \
htps://www.deq.negov/abouUdivisions/energy-mineral-end-land-resourcWstormwater/stormwater-prograMnpdes-construction-program. MIMI MArexsP canna., I I / \ �// I
S Twelve months of comp) inspectionfomts shall be kept on site d available f inspection II'es It is recotmnendeda / \ I �� \ �/ I
MATIC so
g�50`N' copy be kept rn a perm bo. fG.S.13 4. hrogh G.S 3 S 1 CC.0101 through 13A �/ \
Oµ NCAC04E0504 General Permit NCA010000 NRDES con.
Cone A /�
TORCHWITOD ROAD P N 11.Self-inspections for erosiond d' rat I ce bperf d I cry seven calendar days and - \ I I / /I I I �� \� I ` I
SF 1660 i wen'2Ab f very - fg m 1inch.AnY needed rep shall be ad immediately to - - 3 \\/J
designed.All ESC shall be maintainedspecified thedetailsm' Ian.A n hall be' !led I I / / ' I \ �\ \
at hJ I
�!� 12.IvsP df al accep letters.Whentheproject PI m P shall DEMLR I theE&SC / \ /I
p PI AfterDEMLR i f m pe Ion project 1 inspection report,th p shallvisit \ I I 1
Plan.
ve e-NOT as b electronic Notice oC termination(e NOf).A51011 annual general pmmitWwill be chargedII II,,N)))0A7/11)2MN ,; 1 / / \ r_______ _____ __ _
$ mail the e-NOT has been filled out. IWrylll 1l NIN111�M I I�
dj urr!')y! _:-�„!,r�rl.nIN f III
GROUND STABILIZATION wnxTHaaoIL T T° :`" s` EsTneu.somaxi,.sari.Now.
i I / / / / ) / �� .--___/'
/ , \
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS APPEARANCE OF GOOD SOD I I \ \
DESCRIPTION TIME FRAME
N.T.S. tEl PERIMETER DIKES, 7 DAYS NONE / -
'.10.;��nrona (.------- �.... \ --) I I \
THIS PROJECT IS IN A PUBLIC SUPPLY SWA c S, DITCHES a seam. °, I I / / \
&SLOPES
WATERSHED(WS-III)AND ALL REQUIREMENTS HIGH QUALITY 7 DAYS NONE nnr.,n I I /I /
SENSITIVE AREA WATER ZONES �f0(16111..X'°'"re.'aw 1 I I l \ _....--
REGARDING / \
WATERSHEDS SHOULD BE FOLLOWED Pryp BE
\ / ���///
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ / \
THAN 3:1 10'OR LESS IN \ \ I I I \ \ // / /
LENGTH AND ARE 1
NOT STEEPER pursuant to G.S.113A(3),provisions for permanent ground cover \ 1 ` \ \ / / /� \ \ /
THAN 2:1, 14 sufficient to restrain erosion must be accomplished for all I ^ /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar days o )
\ \ \ 4�� / \ / / / \ \
NCGS 113A-54.1NS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is shorter)following completion of construction. 0.l
COMPLETED AS AN EXCEL SPREADSHEET. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \T \ / /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED M /
EROSION AND FLATTER SLOPES GREATER ro q \\ J \ \ \ \ \ /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes o \\\\\
NCAC 048.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH ,.Only the areas shown shall be disturbed. `iSo \\\ I \ \ \Re -� \
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7 days on all 2 \\\ 7 \ / / /
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, WITH SLOPES FOR PERIMETERS
PRACTICEDATING ND OR SIGNING AN DEVICE SHOWNPONTION REPORT THAT LISTS THE APPROVED EROSION ANDH SEDIMENTATION AND HOW ZONES) areas. y\\\ \\\�\\SURE,
I \ \ \v� \ \ \�/ 1
FLATTER THAN 4:1 \
CONTROL PLAN.' \\\\\ \\\\. \ \ \o \ -�
DATE: PAGE: \\\\\ \\\\ \ 1\
�� /
DATE. PAGE: \ \\\ I
Silt Sock/Wattle Silt Sock/Wattle NOTE: 43r \\\\\ \\\\\ a I L
�/
FLOW-,...... s'MI Areato be FLo 'MI Area to be ,. Omer materials providing eq...protection 'A" •B• ••C• "D" ^E• •F•• .G.. "H' \ \\\ \N \ /
b snbawt�fpr a
11i='_T'Idll■i Z ��_�l I��-� r- b-T \\\ \\\\ \ m \ / \
,z rMn.il�Storms ,z ■ 1=n.=11 9. uniformly with compost R R ll ll 1 I a '6 I I �' 1 I ✓e I \\ \ \ ( / �. \
a as Stakes a should g ito the desired length suM that nstalled 11 ll I- I r I I \p\ \\\ \
SECTION section minimum of nlersi are'ebd at.edge of mlo„ 1f HOUS q 4 HODS 4 =HOUS 1 Hous G I HOus% P HOus I I xous �\ \\\\\ \ \ \ \ I /flat areas �'
u„land atniaislould bedhe inedslightlyupalapaw 1 JJ II I % I r l I \\\ \\ \ E1 \ / /
<O A.M*y. <O a,Ma+. ,rmn g um me end of thesill sock/wattle.). RNJ vI IJ r... LE) I. IJ IP-PJ _-I LJJ �\ \ \ \ p / / / / ......\
\ / /
II I 4 EtaT'T ° �o->-> �T Y"--->-r��s�G�-e 'J �/ �; 31LTFPI=NCEO \ ) •
/ \ /
u1 HI
LEGEND Notes: \inch x 2 inch cross section Mould be driven
\ \ 4 \\
/ / / \ / /
sock/wattle.Stakes should.placed Ma dgthbfftlandinardinuin interval of 4 feeler a maximum interval d protecttreerotlng ah \ \\ / /of 8 feet wDasc N \ ROADSIDE\d Mulch ghTO \ y DITCH WAT 410 V
UNTRENCHED INSTALLATION aura a heav i -TD TB. SChematiGdiagrani and field adjusted,if necessary,for placemeDf at low points.If lots are \\ \ \ ., / / -`/ Dr''p /
an...:.u"wmorer mm.r.cw..".r,re„.suv...,.w,: _ contiguo antl have different land owners or builders events. WADDLE SILT SOCKS ,each lot shoultl have individual Slit \ O x \ REINFORCED /
IsoMETRIC WEw t MAINlneNpAecNlcEm silt ocui✓wanle ald it in t cieast weekle during y andafter CONSTRUCTION ENTRAN SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \\5%.\\\ 2 Se SILT FENCE / / /
septic system.It is the responsibility of the builder to ensure the installation of sediment ��\ +` \ / / / \ /
Mulch or Dom �x INIg ROW RA t leas one C ea does not impact he septic system and repair area(a). \\ ,q� E2 / / /
aed a one c COMPOST
s m nut anaI) z. rime must he replaces°ope r 4.At least one Construction Entrance/Exit is to be installed per lot \\\a \\\H\ / / / / \ \
for umreconea so os of r c(200 /o'.m)(1t).(Soo'urn) 32(7so 5.Waste bins and other areas dedicated for managing building material waste shall be at \\Y �\ / / I / /Pree rim p_ least 50 feat away from storm drain inlets or drainage ditches unless it can be shown that SILT FENCE • CONSTRUCT!.N
Meet Flav-. AreSiNu Sock/"L=nstnm(as1 lIED ) (uN o,I '�0t ix
'FIE) ene Lregead wimao o other alternative exists.If this separation cannot be achieved,these areas must be ROADSIDE \\ \� (TYP.) �'•' r � LIMITS / / / /^\ \
wok Are wptue y (act".) (rise m) Om m) contained behind Silt Fence. DITCH rY \ �:k'• I / \ 1
4. Rein.II if damaged or dislodged. V \ DRIVEWAY ATTLE Ad / /
x�reulicnn1v 7. m. 15. zz ao. 5 6.Inlets downstream of disturbances should be protected;streets should be swept when \ �::C t� d / /
u Rate /ft s rn/ft mitt min to, sediment from the construction activity is present. \ \\\'� \\-IPE IN DITCH ( / / \ /
a (sec etot (tee m/ (a74 blued•
a \' / I / / \ /
t/m/m7 Vet.) t/m/m) t/m/m) /m/m) measure ties pe en y 7.Devils for Silt Fence.SR Fence Outlets,Construction Entrances and other measures are If
`_ � 6� \\\ \ 11 v /
ssturb..is comp bedInaareum veld 1
dswmanre is and me area abovem
been rot aim son'- .-
provided on additional sheets.Erosion and sediment control SI DE II not drawn W N Fl
\ I I //// / / /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION E a _„t,vzozOIe TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \\\ /_ \ R INFORCE //
ET
L -n rr / oAA 1/1 Fq SILTFENC
DATE: Wire Fence Filter Fabric PAGE: DATE: PAGE: \ 7 DAY GROUND COVER IN DITCH WHERE \. \�\\ et/°^"
F 9d strength fad...
wire fence sisal Post BMea.Fare a Wire F •ence Wire PIPES HAVE BEEN INSTALLED \�\\ \\\ SIL(TFENCE\,�-• `y I ( / / /
Bockf I trench \ CONSTRUCTION \\ \\\\\\ '/ / /
and Compact ENTRANCE \A DRIVEWAY WATTLE�. oI
thoroughly / \ \ �\ \PIPE IN DITCH
Max.M f Ste Posten ° \ \\\o \ 4.. I / / /
Plastic or '�,6'Za aV, ,act / Sit
\ \\�\ \\\\ ;.4, Lit �' I / \\ i
tes Wn } �O 70AV GRQ{1NDCOVER IN DITCH WHERE \� ��/ F2 a / I
Q , \\ M- PIPES HAVEBEEry INSTALLED I
�y4■ li Q ter:` /ry \ CONSTRUCTION \\A\\ SIL(ryPNCE�/
Filter Fabric 1 / ENTRANCE \� \ DR EWAV
/\ \\PIP,IN DITCH
1. Consincrthe 1.Enmre that dm sediment tofthe sediment rasmnaancedoe steno.a exceed 14 inch.so-engm synthetic the grouHalidntl(Hgha fences CROSS SECTION VIEW / , sMn �.' - \ \ \ ROADSIDE � �A\ / CONSTRUCTION/ \ \
y p height
of water sufficient to cause failure a the swuure)be.thag fi�`i' DITCH Ate\ / LIMITS/
3.construct.fl rteencfrom a continuous ro cut re ma snob otos barrier to...pints. I rde are �� K3`i3`i'e \ \ \ "% 4 are fasten mefiger<oth only a e support past with / -
9mfifl fabric by of f a�p4 t� PNd'o \ 7 DAY GROU COVER IN DITCH WH E \ \
4.Support
side of e�rmgtnm upslope requiredrepa repairsimmediately. - PIPES HAVE BE INSTALLED ER\ .•, 7
5.securely wire Me wire standard
ouppodrennd a Ismz<,space a'e a maximum of a feet apah.sappa s coca be dn.en a or become ineffect.,replaceny
collapse,tear,eecnmp.e, \ / \ \ / \ \
3.Remove sediment deposits as necessary to provide adequate Construction: Maintenance: \ \`
CONSTRUCT N
1.Clear entrance end exit area of all ve etatlon roots and other objectionable \ \feaen6.Sara smenRlmrfebrifeareatympoabric with 6 footm con st spacing
rptero does
ao ties should neveemiitimuire a wire m.h um asp pourd,enrert fence. ie g j 1.Per NCG-0linspecl at least once week and after each or / \ \ ENTRANCE \ \�\ 42� \
material and properly grade it. greater rainfall,make any required repairs immediately. J \
7.Excavvete the trench approximately 4 inches vnde and a Inches deep along me proposed line a the posts and rate evod undermining fence during 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment \ ROADSIDE \� \�\ RO/®618E-
Meng.. fence.Take from the 4.Remove en nncingwatedeisendunanbiesedi enrtdeposits mooch it. from the construction site.This may require periodic \\ �\ DITCH
8.H s as Technic along me bot0m and side of the,rench. and stabuize 1, raw con ibutng s \ \ DITCH \ \
8. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. \ ,, \
the irench with soil grade
stabilized. c
sml upslope sentence D rformsnceaover mem,arwbncamcompact.coo e compaction acne luckflll is drainage area has been 4.Use geotextile fabrics inh order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or / \ \ �\ \ \ \
10.Do not attach hirer fat.to existing trees. subject to seepage or high water table. tracked onto public roadways. \ \ , r
NE-E""'e"tie ton ides CONSTRUCTION ENTRANCE/EXIT / i- \ \ \ \ \ Ki
SILT FENCE \ K
DATE: PAGE THIS PROJECT IS IN A PUBLIC SUPPLY / �- �� \ \ \ \
4 MIN. FENCE WATERSHED(WS-III)AND ALL REQUIREMENTS \ \ \ \ ��\ PAGE
/'�r 1 O /�
/ REGARDING SENSITIVE AREA / / �� 1 \ X /F•/H V C L
WATERSHEDS SHOULD BE FOLLOWED
' I'.1111111I,II I II II I,II III II 1 !5 TOTAL DISTURBED ACREAGE: 3.31
.• .- ACRES
LOT EROSION CONTROL PLAN
a0 ETHET MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS E2, F1 & F2
HEw aHED TONE .
- General-All measures will be inspected and corrections made after runoff producingrainfalls or at least onceper week minimum.The builder will insure that the construction activities on an articular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be
s ................... P anyHALL TRACT
VVIRE FENCE
HARDWARE CLOTH EaonTwEw relocated on the lotto insure that the potential for sedimentation runof(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.
�EU FENCE, 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
FILTER objectionable materials spilled,washed,or tracked onto public roadways. FOR
wnsHED STONE _ FENCESTEEL D CLOTH IN TRENCH 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 property to insure
zs7� caourvD NOTES: INTOSOLI GROUND AND HARDWARE 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. O N S I T E HOMES L L C
1.Hardware cloth and gravel should overlay the silt fence at least 12
m
inches. 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 dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth
`• `I_r°c0 2.Stone outlets should be placed on low elevation areas of silt fence root
P y g g do ry q pe y q g GREENWOOD TOWNSHIP MOORE COUNTY
and stabilization of the r bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.and based on field conditions. SCALE: 1"-100' SEPTEMBER 2023
MAINTENANCE: Grassingand MulchingThe area to receive grassingand mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas beenplaced,the area should be maintained as needed to insure that all areas are germinating properly.Anybare areas should be GRAPHIC SCALE
BURY WIRE FENCE AND B RY 610F UPPER EDGE OF 1.Per NCG-01,inspect outletatlest once a week and after each,inch or - pip germin gprp y.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs Immediately. 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. 100 0 50 100 200 400
2.Freshen stone when sediment accumulation exceeds 6 inches. h = Ell 11
3.Keep mesh tree of debris to provide adequate flow. 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 11
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
5.Replace stone as needed to facilitate de-watering. ( IN FEET )
..\NC-Envircirmen tot Joe, 1 inch = 100 ft.
d SILT FENCE OUTLET 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 ftF-0106
LAST SAVED:9/5/2023 7:13 AM LAST PLOTTED:9/5/2023 7:24 AM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\ONS0E HOMES\23-2724-08 Too.TRACT-EC\PIONS\ROLL TRACT EC-COTS E2.Fl A P2.DW0