NCC240391_Site Plan or Location Map_20240212

,gpROAa••,, uxoERwnar ) I I I I / / / / 1 ( / / L / /
o� I
ens sec+e%s CONSTRUCTION SCHEDULE I I / //
�Wa T H I.Obtain all necessary ed before
and plan approvals.Erosion and Sediment y of the E&SCI permit and a CMioeate of Coverage I I I , / / I / / I I I / I , /
TOR 50.t66 g (CDC)must be obtained before any land disnubing activities occur.A copy of the E&SC pewit.the COC and a hard copy of the I
qq plan must be kept on site,preferably in a permits box,and accessible during inspection.
V3 S.Install gravel construction entrances first,then silt fences,reinforced silt fence SODDING I I I I I / /
antl.¢end wenles. I l I / ,3.Finish clearing and grubbing any necessary areas on the I....are starred.
I
4.Finish
eh tut grading andgrading
and hi house
onstru rr ( I I I 1 I I I I I I I I L,/,/
// \_�rri�ppµONOm g S.Begin or continuewitM1 house construction activities.Nyrvj6606.F hell g g ding d sWofj�LG ].In 11 rid elk d ""'II= ///I�y 8.B f di all MDR 111CKING DOWN TNE
/ ) III I I , /
9.Final gms'g,mulching dstabilizing o[I I cases thiswill involve the installation of sod on kale[The silt knee will M�� aTuaraOTwMMxaaacas. I I I I ` \ I
; �rtf remainplaceuntil the I dried grassing stabilized and takeshold.
Dygzl lo.The contractor shall codself-inspectionsof the erosion end sedimentation conwl meazhhres and complete the following V. )
'p •fir 'ray combined self-inspectionf found h DEMLR websne B / 1 ) I I \ I 1 ////
SITEa IV tps/I d q.uc gov/boOUdivisions/rnerg min al end land resourcWsto mwa r/sto water prog m/npdcs cons on grog am. MIMIMArex[o coaaecnv. I / / i
I1 / /°A' Twelve months of comp) P f bllb kep it d ilbl f itlsP - II' It is recommended a J /S, copy NCAC 04...Gene bo. f C S. 3 d. hen r on 3 S C C Od 0 0 through lSAI / I / / \ \ 1 �� / / / \
sa NCAC 09E 0504 GeneralP NCO OIOOOp NPDESf Construction A I ` •v/
Ot. m o 11.Self-inspections f d d' I b performed I cry calendar days and / / / ( / I // \ \ \ \ I // -
ya within 2Ab f very - fg M 1' h.Any needed rep shall be adimmediately to - I
KELLY 0� designed.All ESC shell be maintain. specified N detailsN' Ien.A n hell be installed
S4 1EOAD et h f /
5> 12.InsP d final cep letters.Whenk project PI N P shall DEMLR I k MSC / 1 /
d After DEMLRi f th pea of the Notice of
1 inspection A,mMaM1th P shall (1/
"e.(be.N.NOT
submit an electron N'eoCtannrnatou(e NOT).Ag120 annual general permit fee will be charged IN+�INl77NlAIfNln7Nl NlN /
tY pro o , hmtd the cNOT has been filled cot j t)W� YLNINII�N J III R I , 1 I / \ 1 1 // /
5' tt GROUND STABILIZATION LV1O wMOWN/NEN TNE SOD IS
LAD /
sit iyT WI.THesoIL TACT AS saao IS crnowca \ \ „,„/
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/
VICINITY MA' DESCRIPTION PAREA
EON STABILIZATION E RADON E EXCEPTIONS wNmAPPEARANCEOFGOODSOD Hax ) / \jp, / /
N.T.S. PERIMETER DIKES, 7 DAYS NONE m,T�maaeam. \ / /9 ) / / / / / //
SWALES, DITCHES re / /
&SLOPES /1 / /
HIGH QUALITY 7 DAYS NONE aa„anaaaahesxewaee \ I I / / / / / / / / / /
WATER ZONES ""'°'�°'°'"°"' /
(HOW) aawexa.x ,."..aamnr )
/ / / / // / / / /
SLOPES STEEPER 7 DAYS IF SLOPES ARE
THAN 3:1 10'OR LESS IN / / / \ / / / \ / / /
LENGTH AND ARE \ / ry / \ / / / / \
NOT STEEPER Pursuant to G.S.113A(3),provisions for permanent ground cover /°y \\// / ^ / / /
THAN 21, 14 sufficient b restrain erosion must be accomplished for all - / / \
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE (whitdisturbed areas within 14 working days or 60 calendar days \ / // / / / / / ` / / /
NCGS 113A-54.1.1S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is shorter)following completion of construction. o� qq
COMPLETED AS AN EXCEL SPREADSHEET. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \� / /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED r) I ( _� / / / \ / /
EROSION AND FLATTER SLOPES GREATER q q
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes I, S 9q6__ - c REINFORCED / / / / /
NCAC 048.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH q \\\ \ SILT FENCE
1.Only the areas shown shall be disturbed.
Z \ I I I OUTLET / /^\ / \ O /
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 '' \\ \``/
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. \\\ �aL� / / \\ / / / / P/ / /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
WITH SLOPES FOR PERIMETERS seas. /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) r \\\\\ / / / / / /
CONTROL PLAN.' V\ \ WATTL� / I( I/\\\
DATE: PAGE: \\\ Q\\\ \
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DATE. PAGE: /
-
/
S t Sock/wane Silt Sock/Wattle NOTE \\ \\\\ Vlk SEINED CILT F OED / /
FLow�_� MI Arearoce �I robe t. oth - - gequwelem Pmteoton 'A" '' '•C• "D" "E• •F" "G" "H' \\\\ \ \\\ -y OUT ET \
-g Protecke -III. may subatMkdroll \\\ \ \ /
n=-Tlk;ll •Z I'dll.-RS z undormM with wmpuM --� r-� u' b b� \\\ \\\ 2 ,? / /
smkea Iz nil -1 a R if ll ll I I ry c I 1 T I V \\ - \ 4 / / / o-/ �
i~ stales to the desired INjm ll 1 a 1 p I \\ \\ °� /
roeedpama�m 11 G 1 b b _
g�m
SECTION SECTION
'beynd the to ma \ \ ;,
.n cµl rope the R Hous ¶ ll Hous 1 Hous I Hous G I Hous �Hous Hous ) \\ \\ 71D,REpNIEN/T.E',*:Mi'DTT
, ' 1 / /
flat areas should be 10Cated at g.or I I \\\ \\\ SILT FENCE /.:P=
A.May. <O land disturbance.The ends of the silt
sock/wattle(s)
should be tweed e the eneoimem LJ l.. Iy IJ al_J -I p I � \\\ \\\\\ (TYP) / /.. \TTLE
LTrs- 1 4 -c b
Etr�T / -EINFORCED //
s May !1- To �o->-> T �J Tor--a - \\\ \\\ CH\ // "�' 1 SILT FENCE
II 1 ° Oak or other durable hardwood stakes with a 2
Y,r-ter `\\ \\\\ CONUCTION,/ ✓ 3 / OOUTLET / /W uJ drivenLEcervD Notes `\\ CE// // ��'� 4� / / / / %/ / //////
sock/waffle.Stakes should Pe placed at a 1 If needed,Tree Protector fencing should be installed along the buffer zone,wetland \\\ \\\ " - �� J
maximum interval of 4 feeler a maximum interval boundary and/oraround protected trees providing erect us of at least 1.25 feat for each \\\ / _' SILT FENCE/ WATTLE k� / �ii // /
or Com a g m a M n ;WS feet dihe silt sock/wattle is placed in a 4 e" Plow DIRECTION -meh oft k diameter. \\\ n Th (rYPJ / /
Wood
1/2 hey height of E. (i SILT FENCE --- 2Install SiltF thelow el...sdes of each lot.Install Silt Fence outlets shown on \ 410
gN log 7DAY GROUND DRIVEWAY
urvTRErveHED INSTALLATION _ a schematic/diagram and laid adjusted(necessary for placemen[at low po rats if lots are \
he= DIVERSION DITCH T�T� COVER IN DITCH \\ ,\ PIPE IN DITCH /„..'. / / �/ /
,aa.=.ac.rmm,..„.ern....om.o.....suv.,..mm contiguous and have different land owners or builders,each lot should have individual Silt �ryktERE PIPES \\\ \\\ CONSTRUCTION/ ��
sac artmp nonerna. Fences HAVE EN INSTALLED \\ �\ ENTRANCE ems. /ISOMETRIC VIEW t MAINTENANCE:
eft sock/wattle at least weekly after CONSTRUCTION ENTRAN ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \ \ / 4 % / / / i///// / /
eaCh 1 inch or greater rainfall.RemOve septic system.It is the responsibility of the builder to ensure the installation of sediment % V\ :,'' / i //� /
control measures does not impact the septic system and repair area(s). ,.e� /".pew"" SILT FENCE / i _ _� / -' / /
ALILIICh or ComPOM
ocaz cows SOCK wmu now RATES as q.At least one Construction Entrance/Exit is to be installed per lot \\\ y'"1 s''j` �ryP'J__ �7-a i / /
for umrewneas hoed or,?1,.era (2colh (It',IIeaso.m)Ieosl.m) 32 Inch needed to allow tor
z. awe must ha replaced it clogged r 5.Waste bins and other areas dedicated for managing building material waste shall be at 7 DAY GROUND COVE- '', DRIVEWAY / / / /
s adequate
ae least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that IN DITCH WHERE PIPES \\\ PIPE IN CH / / /
snap Flav-� ASin°ock/tmvuro(aj (iesFm) (ussm] rest rat rwL to excessive,
tregeaa wlmao no other alternative exists.If this separation cannot be achieved,these areas must be HAVE BEEN INSTALLED \\\ \'• CONS UCTION../ / / n I /
M.P. f watt. (aos m) ('""' (Soo ) a. 7.7 contained behind Silt Fence. \\\ ENTRA CE"/ / \ \ /
x�mulicun1v s 6.Inlets downstream of disturbances should be protected:streets should be swept when \\\ \ / r / \- /
ae mitt atmitt (mitt 2m/11 ern. •' a above sediment from the construction activity is present. \\\ V! / I
Trough �se ll4m Oae la2em (m2m binee• a 7.Details for Silt Fence.Silt Fence Outlets,Construction Entrances and other measures are /
provided on additional sheets Erosion and sediment control details are not drawn to 0 ,C •� i�i
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION L FF TI=_BnTr„,rx;zo scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES 1\ ��
]DA GROUN COVER IN DITCH WHERE /
i ,
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES PIPES W VEBEE INSTALLED U\ \\\ I / / `_ /_ --- \ I / I//
DATE: cove FenceFilter Fabric PAGE: \\�\ \\\ I / /)
F Strength fabn DATE PAGE: 0 0 I / / I I
steel POM� 8 Maa.Emm 9 nc wluoutwre fen Wire Fence Wire 13..0 trench \\\ \\\ i / I
lhoro thoroughly
/ I \\\ \\\\ I kkk I / �! //496 I ' /
(� Steel Posteg \ 1 ) \\\
l I /
kk
Plasticoll
re,ie
(N
Q as 4.4
� ' f
[9 / / h \\\ \\\
- �:btrend Q Y ,ry , , J , , - l I
construction:1. nswmtre sedimentbemer of standard steno.w ext.F steno ilter Fabric / / �� i. / / I \\\ \\\\ // / I \ \
1. ground.(H'gherhnces /fI
E n impound
volumes
lu sr oftromac.sa continuous failure of eit enthe
gth mtnebelrner�P wwp rats.wnenlo me are CROSS SECTION NEW 1, ..S ' ^\\\\\\ \\\ ,Q,/ // / .....
I3. \
un eaten me Met cloth only w a support post with 41.minmum...M.next post / S '' / I \\\ \ »>YYY i I I \
oath...briobyywi of Me , - 'S';S ems}{f I ��� 1
f tone a week.after each -S ; \\` - I \
4.Support
Me wire
amaxmumof8feetepertSUc zip ties should have a minimum 50 pound PPmP wdbeddyen entkn°eollaps,teamaeomp.e, Z �a � YY#V�"*° I l ' ' e I \
5.securel
y waiside of mesh ground a mien.Wire or rim 4- n _ .. - MMM /'/ ' I \
ngth filter fabric with 6 foot post spacing.es not require a wire m.h support fence.Securely 3.Remove sediment deposits as necessary to provide adequate
fa M e ties should neveemnmum m50 pound tensile I I`\\ �1' ( \ 1 •
\ \
1.Excavatethe tmxn P ere Y4lnchea Mae andelnccesaeePewg Me proposed linemme posts end strong.. fence.Take care to eyed undermining the fence during Construction,
the Construction. Maintenance, /` \ % I \6.Extra _f
fencing...dais end unanbk setllmem tleaain 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-i f inspect at least once a week and after each 1 inch Or \\ \\\ IupeMpe from the l\
8.M of fabric along the bottom and side of the trench. r=conibutng material and popedy grade d. greater rainfall:make any required repairs immediately. 1 \\\ I I \
8.Back.the trench with soil ropery stabilized. 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 \ \\\ I I
cM=I to neDrformanceaover uetlmrfabnc and w Thoroughcompaction mine backall is drainage area has beep smooth it. from leaving the construction site.This may require periodic / ��� \\ \\\ l I \ I \ \
+o.Do not.tech nlMrkbrtckexMtng trees. 3.Provide drainage to carry water toe sediment trap or other suitable outlet. topdressing with all stone. \\\ \\
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled.washed or \I \
..\NC-Envirarnrieri lul.Jpey subject to seepage or high water table. tracked onto public roadways. / \\\\
SILT FENCE / I I
CONSTRUCTION ENTRANCE/EXIT ( q\ \\
\\\\ „1 I I \- 7 PAGE 1 of 2
DATE: PAGE. / i / \ \ i \
MIN. _ SILT FENCE I TOTAL DISTURBED ACREAGE: 4.11 ACRES
1 / _ I I I LOT EROSION CONTROL PLAN
LOTS 2 - 4
' LIIIIIIIII IIIIIIII-IIIIIIIII -
I ' •
-�- SANDHILLS REAL ESTATE
THEWOO MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION HOLDINGS
S - 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
relocated on the lotto 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.
HARDWWIRE ARE CLOTH FRONTamu MINOR SUBDIVISION
VI 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
ts7 .942..e,
cnen ro NOTES: INTOsoLmi unOuoo 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 shouts 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 bath 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 vAX 2.Stone outlets should be placed on low elevation areas of silt fence f p y g g do ry q pea y q g GREENWOOD TOWNSHIP MOORE COUNTY
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. SCALE:1 a=100' JANUARY 2024
and based on tied conditions.
MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should beproperlyfertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been laced,the area should be maintained as needed to insure that all areas are germinating properly.An bare areas should be GRAPHIC SCALE
BURN'WIRE FENCE AND B RV 8.OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or 9 9- si g g rya p i pr p gr g p germin g pr p y. 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. II 11
3.Keep mesh free of debris to provide adequate now. 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-Envir tm.lyeg 1 inch = 100 ft.
-r-r T.r rn.Tr dh 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:1/29/2024 9:00 AM LAST PLOTTED:1/29/2024 I1:ON AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSITE HOMES\24-2724-01 SANDHILLS RE MINOR SUED-EC\PLANS\S0000lLLSEC-LOTS0.3.4.DWG