NCC240937_Site Plan or Location Map_20240404

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���Tr2[[...fff 501 `5 CONSTRUCTION SCHEDULE \ \ \ \ I \\ \�\ \ \ \
9 MYJ I.Obtain all necessary perm.and plan approvals.Erosion and Scaiment ControXE&SC)permit and a Certificate of Coverage SODDING ) ) ) ) 1 I \ -___ \ \ \ \ l \
'5, �!a !9% (COC)must be obtained before a,land..mining activities occur.A copy of the E&SC permit,the COC and a hero copy of the ` wn \
p 1 1$?� Pled bun he kep[on site,preferably inapumits box,and accessible during inspection. / / / I \\ �\ \ \ \ �\ I \
TO 2.Install grave covamwtlon envancas first,...It silt fences,reinforced Rill fence / / \
'� oudne and wanlea. �� / / // / I \ \ \\ \\ I
Tpx $ J.FinisM1 Clearing end grubbing any necessary areas on lM1e lots as Nay are sinned. / '�� // // I \\\ N\ \ \\ \\ \ I
4.Begin lot grading and excavation activities ^.^' MASONS TROWEL!SAX/NOV58.°a s.Begin or continue wide house cons.ction activities. M IBM / / // I \ N N \
'4(p 3 6.Finish all rough grading and house corewcdon.All areas not distud,W for]days needs to have temporary or permanent M�� exoseno Talxrnma Hacas. / i ` N \ N\ \\ \\
ma's ROB , �s a drover installed_ / 7 \ / \
]. E driveways,walks and Patios. a / ,.....................7
\ / \ \ \ \ \
US - - 8.Begin fine wading of lot areas M ESOD r:urrE MST. // / / _ \ \ \ \
`{L'1T�i�'1 ♦ /
15 9.Final grassing,mulching and stabilizing of lot In mostcases this will involve...all..of sod on the lot.The silt fence will MATCHED=dxaa=L. \�/ ( / �� \
re -PI -I h I otlded gme'B- tati l'ed dmk h N. coanecr i \ \
g lit10.ID h11 d Ir' pe fh d d' l meas..and complete the following \ / \\ \ \ \ \
zp aoR htgxi-//caw d 9 /b J • SY 1 J t d r / / poorer Program/npaee wnswcnon Pro%mm. II \ I / \ \ \ /
iw o -rvaR090 Twl h f omPl P ion fomu hll be kept d lab)f inspection al all timea.It is recommrndede /i • \ I I / ^, \ 1 / \ \\ \ \ \\ /
m �� copy be kept P b Rf G.S.113 5. BG.S. l 5]S - ISANCAC 04A.0101 Nroslrnandars�a \ \ _----____ \ \ \J
Ilk9' u. c c�e6 of le• Ncaomobo sr c (II I I / - - A A A A
r SITE a a' l xPnr a 1 cry \ 410���� \ \ \\ \ \
t; p'.W.,� wi.i 24h f very fgr N 1inch.AY needed par shall be d immediately maintain measures a \ \ -� I // `\ \ // / \
?� Wy.4b gA designed. a Se sshall be maintained specified h details h'pI in gauge shall be installed II, Ilr .. I \\ / \ �'" / / \\ \\ \ \\
V ayRo a'. monitoring. pI1Y�YYfZI All) 1,IIIIII \ / \ \
S sag0 1 12.mspe and finalacceptance Imers Whenthe project is carnal th pe hall contact DEMLR to close out the E&SC / / \ /
py PI .After DEMLR informs Me of the specbonr permitmes aousao NMaogTaLV To waTaRTOAea
as rvatoe ern arx Mowwx[n mahsoos
¢� '°= in epos,the hall visit Acx EVEFmt CONTACT v.raIRI ell asTAatsHev \ / \\ \ \ \ '�
m 'dal. MCG01 msubmitanelecnomc Notice oftamiwuon(o-Ndl).A$120 annual general permit fee will be charged wTx THesoL as SOON Tns sees weans seFrTxa MOWER ,III \ `�/ / ` / / ___ \ \
v.A -EO HILL RO0e '�p uvtil the a-NOT has been filled out wv. HGHlxvh. \ /� / \ / / - \ \ \ \ \
rc eR,e,a o APPEARANCE OF GOOD SOD N / \ \ \I. \
RE°"rLLR°� GROUND STABILIZATION °III v,�i/ vv / \ vv
R,B,4
SITE AREA STABILIZATION 'm >'"°""` "�° \ / \ / / / \ \ \ \
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS •
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N.T.S. PERIMETER DIKES, 7 DAYS NONE °°a.,° \ / \�/ / // \ \ \ \ \
SWALES, DITCHES -°'r°°'"°"' \ �� / / \ // /�-�\ \\ \\ \\ \
P
.a ae.„kx wm°e.,aa°°.x.. \
&SLOPES •
HIGH QUALITY 7 DAYS NONE \ / \ \ \
WATER ZONES / / • / / / \ \ \
(HQW) •
/ / / / // \ \ \ \\ \
S \
SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to G113A(3),provisions for permanent ground cover \ \THAN 3:1 10'OR LESS IN sufficient to restrain erosion must be accomplished for all / /// \ ( / // \• \ \
LENGTH AND ARE disturbed areas within 14 working days or 60 calendar days
THIS PROJECT IS IN A PUBLIC SUPPLY NOT STEEPER ((whichever is shorter)followingcompletiono construction.
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THAN 2:1, 14 \\ / / I / / \ \ \ \
WATERSHED(WS-III)AND ALL REQUIREMENTS DAYS ARE \ p1/ ! I ( / \ \
ALLOWED General Erosion Control Notes CD ro \ / \
REGARDING SENSITIVE AREA SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. 1 / I / /-- �\ \\ \\
FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on all
m / \ I / / \
WATERSHEDS SHOULD BE FOLLOWED MOS. CONSTRUCTION
THAN 50 IN O Q LIMITS \ / / \ \ \ \
LENGTH A / THIS PROJECT IS IN A PUBLIC SUPPLY ` / / I \ \ \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT / WATERSHED(WS-III)AND ALL REQUIREMENTS / / \ / 1 \ \
WITH SLOPES FOR PERIMETERS REGARDING SENSITIVE AREA
FLATTER THAN 4:1 AND HOW ZONES) / WATERSHEDS SHOULD BE FOLLOWED \ ( / I
/ I / I 1 \ I
DATE: PAGE: / f I vi
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DATE. PAGE:
Sit s /Wattle Silt s k/Wattle NOTE / ) 1
FLOwz_ .I .I re Dm 9 e rib ue; \ 4 J c4 I I /
a ..A.. »B. »C» .D» »E» »F. .C» .H»
L..IIIg.1W,ll I u>- - - 424 Lot Plan 418_ __ - __�� \
=n E uniformly bmmpan r , 7 IIr r� �� e e s' s, \ »G" I \ / / / /
12 n:�I--5t k 13 2'x 2 S length such marlogs do rid dekrm. I R Q 4 A 1i 1�I \
Slakes aNalmisn°uehe-nsmeepamnm II G a N � a. P V A % % \ / ) \ /and a minimum I / / /
SECTION SECTION slope.SWSockAMen,s feet beyond
the
m VI \ //Ilet areas notate heO located n I HEWS T ✓L 4 HOUs HOLM G NOUS HODS NOUS HOUs \ I \\ // I / / /
<o land sock/wdisturbance.
a around hould be turned gene unclose. ILL, ICI r�I �u y / / /
A.M*r.. (O a•Maa. sill saeldwatile(s). RhV ir+>-To--rr i Jm- - JifOfTrt--t-r nAL e , � � \\ \ / / / /
,,I i,I 4. Oak or other durable hardwood stakes with a 2
inch e 2 inch cross section should be driven g ED END D D N. 3 / / / /
W W ve.cally plumb,through the center of the silt
Notes: \ \ br�/ / / / /
placedsocidwattle.Stakes should Se rernernurn interval of 0 feet or a I.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \\ CONSTRUCTION / / /
0,8 feel in a 4 Inch boundary and/or around protected trees,providing a radius of at least 1.25feet for each \ LIMITS \ / / / /
Wood „cc'or Como Clg rid a Min. 5trench. FLOW eanaocwanl Ihlei placed
wnen DIRECTION inch of trunk diameter. _
osrnsnoeED INSTALLATIONpavement)heavy 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on _ \ / / // /
staking Is not
„�a.v..a.nv"m,."°...a�.re�.ov.,as„a.......,wa�: ��, schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ ••• I _-- /
p ,del to Mid used
place�suring weave..
DITCH contiguous and have different land owners or builders,each tat should have individual Silt -...--
ISOMETRIC _`\o Grg�d I �..- / /
wEw I.MAINTENANCE:
silt snrE,e5nb at least weekly and alter CEO OWADDLE(SILT UTLET ® 3.Install Fences.
equired Silt Fence within 10 feet of property line to ensure there is nO COMlict with \ j1T' I `- / /
septic system.It is the responsibility of the builder to ensure the insallation of sediment \ N `�d 2 / / /
SILT FEN
COMPOST SOCK INlnu ROW RATES ..oh inch or greater reinMll.Remove CONSTRUCTION ENTRANCE
MUI<h or.11PWt axumulated sediment one any debris as control measures does not impact sat t and \ d I / / I 4
,or Umren<hea Soaio cempoet socv 81nc° I.Ina le loon amen s21ntli neadM malbw control Clow. pa pit system an pairarea(s). 1 <X / `20
Area TOB. 0"r...I.etm ( (75v 2. Sin sockAVamemusrhereplacealf clopped of 4.At least one ConstructionEntrance/Exit is to be Installed per lot. �- k
Retested nml (aooen')(torani)O. ram) Wm. 5.Waste bins and other areas dedicated(or managing building materialwaste shall be at i I `.--•
Shen Flax-� swimum slope 750 Feet 1k000 taco s• Ifp°neigray.Iesexcesawebenn i 1 I
Silt Sock/ Lenptn(¢m (.5Fmx WM m) rest 1r01.1 anger diameter
oreeemnetemeoa wlma leasthe feat nativeWay exists.If
drain separation
or cannot bee achieved,
these ess it Mn
shown that --
Lt.. (nos m) (ana m) fsoo m) Mmerallam.tm ge different measure. no other alternative exists.If this separation cannot be achieved,these areas must be ---- >\ `����
wO1r`g1Pa ]5 15.0 225 4 contained behind Silt Fence • \ 1 \ ^x I
NTHouyno Roie ppm/ft ppm%n .aa'' 112" .%a 6. pe - II Mid 6 Inlets downstream of disturbances should be protected,streets should be swept when \ \ \ \
(w 114, (1ae m/ ($a O1BwB segment from the construction activity is present - \ \ \-
/m/col /"'/m) /"/"') /m/m) /m/"') pB°° y "�• 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are i� �� \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION proededonadditionalsheeta.Erosionandsedimentcontroldetalearenotdrawnto --" \ ` ', \ �\ ( \%
L LEr6,Ti"EC^TE++'+2i20)0 scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES \ L\ ` \ \ SN / \ \ \
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES \ \ \\ \ \ 1 \\
DATE: cave Fence Filler Fabric PAGE: ) \ \ \ \ 1 \I \ \ \
steel EM� a Max.Enm Strength
pb mhn<wIm.care fen Wire Fence wire Bnckfill trench c with wire fence •
/ \ \ \ \ \4�
thoroughly°Ct DATE: PAGE: / \ \ \ \ \\
(� 1 steel Postes / --III
/ \\ \ \ N\ °?e• \IT �/ \ •
Plastic or tan. e•, \ \ ----
care t a> Ca
�Nd �FI'I / / \ X / \,.
B•MIn. \ ` I / �/ \
i
a•a a4•m aalong Ow trench a• j a / yet` \ q
Cmmm�on. Filter Fabric 11 / �sP\� 444444 ,�fw \ \ l\ 1 / \ 43p \
1. Cons.. synheficfinarfabncs. CROSS SECTION VIEW e iT-������ \, \ / \
2.Ensure that be height of the sediment fence does rim exceed 24nch.above the ground lH'igheriiwes if.Yu'Yu'Yu'Yu'Yu'Yu'Yu'YuTIu'Du'Du�u \ _�� I J ���
may impound volumes of water>..ern to cause fours the>fifnare, / , ., .,4.,4.,�.,�.,�., , ,�.s.4.s�.s . \ `\\ \\ 1 _--. \� 11 I �i ��
3. bantermerctrom a continuous rocu to thesnob otos earner to avow joms.whenlorea are i i i i i i t-i i i i i i i i�i► \
urerd aoastn be finer<oth onyn a support post wftn4feetinnmum°ye.pomtne nextsPoe, Imo' 141 i i'i i i i isyy"iay1"iay�"iay01"iay�_" / \ \ \ \ / I I4. I / \
Ee wire mesh ,gm fin fabric by the me p p f / `..-'- _- - i i i tar- -07, 7.0.i.fh._ /� \\ / I \ I O� ��' \\
5. I.a.rt wire mesh supporitence Is used,space p.ts a side of Ea reeds mum of a fen span supports Shedd be driven sediment reeter rainfall.Make any
crequireo
llapse,teairs r,decompose, 4/ Sran d �i i.fi'i i i i'1�Sr- 'w / \ \ I I I \ I (NI \
securelyd M 4" h. Sor become i.flective,replaoe it promptly. / lr4 __- / \
meta piton tens 9 �FF
rt fence.
2.Shoup to
ng.es not
k b require
Mutl have amnmum n 50 Pound tense - _ MVe ) I
7.& 41 h E cite>deep emrg be proposed line of the posts and duringetre., fence,Take care to avo.undermining the fence •• •,-- pyE`� - I \
IL of the bon° a <go atedaea rn»ecnb bin rag -\ / 1 I ( /' I I / /
mean..
Place 2nrne>upslope from the barn. a.Remove n aepose>
and and bring tmne grade and .1.1 a� Construction: Maintenance:
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8.seam the tench with soil paced ovm the filter fabric and compact Thorough compaction of the bac..is drainage area has peen properly stabilized. 1 Clear the entrance and exit area of all vegetation,roots and other objectionable 1 Per NCG-01inspect at least once a week and after each linch or / I I \ / I /
co..a nfence performance. material and properly grade it. greater lflegrainfall:make any required repairs immediately ` /
10.Do not attach filLermertcmexMt rag trees. 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintainthe gravel pad in a condition to prevent mud or sediment \ / ( \ \ \ 1 1 I /
smooth it. from leaving the construction sae.This may require periodic \ -- "1'. \ \ \ I I I /
..\NC-Envirernrierilol.Joey 3.Provide drainage to carry water to a sediment trap orooler suitable outlet topdressing with 2 inch stone. "_- � \ \ /
SILTFENCE 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or \ \ I 2 /
subject to seepage or high water table. tracked onto public rcedways. \ \ \ I / / /
CONSTRUCTION ENTRANCE/EXIT ` --- ) \) ` /
•
DATE: PAGE: 1 I \ I / PAGE 1 of 2
a MIN. FENCE THIS PROJECT IS IN A PUBLIC SUPPLY - - ------ I 1 / /
/ WATERSHED(WS-III)AND ALL REQUIREMENTS 1 / TOTAL DISTURBED ACREAGE. 2.19 ACRES
- _ e - / sr WATERSHEDSSHOULDREGARDING IBIVE EFOREA LLOWED LOT EROSION CONTROL PLAN
E'LIIIIIIII.IIIIIIII.IIIIIIII 1
...-_ LOT 4
HEwBHEDT MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION GRANDE PINES
s General-All measures will be inspected and corrections made after runoff producing falls,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an f the installed erosion control measures.If lot construction dictates,measures will be p pro gran per wee any adversely any MINOR SUBDIVISION
VVIRE FENCE ................... 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. FOR
HARDWARE CLOTHFaonTwRE VI',TeU 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 SUPERIOR HOMES OF
FILTER objectionable materials spilled,washed,or tracked onto public roadways.
Ace sroNESTEEL FENCE
INToso0MIM I.� 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 properly to insure THE SAN D H I L LS, L LC
xST� CaouuD NOTES: ~rPoAPs"RT�"'II 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. GREENWOOD TOWNSHIP MOORS COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
inches.
�%spp Sodding-The sod should be property maintained to insure that the grass take holds in the areas beingsecured.The sod should be watered as necessary to maintain adequate moisture in the root zone and raven[dormant of the sod.The sod should not be mowed to close,since this could inhibit adequate growth -
'•-0`0,,°- 2.Stone owetsshould beplacedon low elevation areas ofsi[fence n P v v s rY 9 v vq s SCALE: 1" 100' MARCH 2024
and based on field conditions. d 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. GRAPHIC SCALE
MAINTENANCE:
OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or 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 s
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter 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. ` = II
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free 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
SECTION VlEw 4.Remove sediment as needed
hag of stone outlede-w to covered. sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion bywind or water. ( IN FEET )
..\NC-Envir 1N.Nov5.Replace stone as nestled to facilitate die-watering. P P 1 1
a" L inch = 100 Ifft.
,..,:-.;. 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 qF-0106
LAST SAVED:3/1 B/2024 11:05 AM LAST PLOTTED:3/15/2024 1,:53 AM PLOTTED BY.Dennis Gilbert FILENAME:0\CURRENT JOBS\SUPERIOR HOMES OF THE SANDHILLS MC\24-2029-06 ORANDEPINES-EC\PLANS\CRANDEPINESEC-L0T4.OWG