NCC240571_Site Plan or Location Map_20240305

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~ °ter °Moo CONSTRUCTION SCHEDULE /
m RN•P9(. 2 cFdq 1.Obtain all necessary permits and plan appro 1.E and Sad Control(E&SC)permit and a Certificate of Coverage SODDING - / - 1
(COC)must be obtained before any land disturbingactivities occur.A pyfthe E&SC permit,the COG and a hero copy of the / / /
O ¢fro plea man be kep[on site,preferably inap ba d tees'bl d g'nspeefian•
/ \
Apo , 14 . 0?q 2.Inawll gravel commotion entrances&st,men sat fences,relMorced gilt fence / ` \
ep?t`�9q 3 3 Sgy9,y re o 1 d lea. J ` \
.�QzO �`S `„ah zws 9p Ag l.F- la;d8rubti g Y sazy areas on melots as they are started \ /
o-�. a.s ena exna.FOR 1110KING DOWN iNE
x°.x.a,x°ee<aa
5.8 with house
m� ¢ p e.F M1 all rougheg a g a h construction.Anteas not dis bed for]days node to have temporary or permanent
II� \ �� THIS PROJ CT IS IN A PUBLIC SUPPL
Rfb �s a dcovu iuskllei , �/
he SphiLt<0 a ]. Il driveways,walks and Patios. e -
„gl, 1 40 8.Begin finegmdmgoflotareas �M \ WATERSHED(WS-III)AND ALL REQUIREMENTS
42, 9.Fired greasing,mulching tad..liana of lot.In moat eases this will invoGe roe insWlation of sod on the lot The silt fence will ATcx[o coaascnv.
PO �-S ?0 tame[rn place until the lot sstddedmgmesing is stabilized and takes hold. J
o 10.Thecon.ctorshaueonductsewna ftheerosionandsedimentationcono-nlmeasmesandcom l n followingREGARDING SENSITIVE AREA
.LP p,Y .] �, pontheD complete
a �9A SITE
0 - combined self-inspection farm Lowden the DEMLRwebsite
may- N � rota' - WATERSHEDS SHOULD BE FOLLOWED
„y]- - htrys//cow d 9 /b J on 1 d f d / / p gr /Pd s wnswnton program. /�
M 2x 2> • NI;4•Zj Tw 1 h f PI P f h II be kep d lab)f spa all .It is recommrnded e /i ^O
Spy. Syas 2/ copy trek kept in p b Ref:G.S.113 5..roughG.S111.57S - ISANCAC 04A.0101 through ISA
o NCAcoaso a le NCO ola000 sr c Ds
�°'oo'�zo �® .. II.Self-inspectionsr a a' l be performed 1 err en calendar days and �
N corm'24 h f cry u Ipr m 1 inch.Any dad psi shall be d ed' IY maintain measures as \) N 1/ /
designed. 11 SC res shall bemaintaiedasspecifiedintheaosaleo details his plan.AmingaugeWallbeinstalled it \ Re m the project site for monitoring. , �• , akin .. -I lit; b�/ d Hill R /
, VI12.Inspection and final acceptance lmere.When the project is wmping the perminees shall contact DEMLR to clone out the MSC 1 d
•^? Plan.After DENIER informs me Permitke of Mcproject close out via inspection repml,the permitme shall visit TAcrTO WATER
s rvatoeo.DEPTH OF,
, - - / lLl 4
win •'deg.ncgov.ICG01"m submit an electronic Notice of termluatlon(e-NOT).A$120 annual general permit fee will be charged wiry THE son LAwsnmox ASTns soD ds arontza, sNrnvFB I \_ \S �R •
ACHIEVE FIRM
o A until the a-NOT has been filled out / \ /
s o N�APPEARANCE OF GOOD SOD
imp mpg Ror' GROUND STABILIZATION �� v /
�,-- cDWyf,ts2 SITE AREA STABILIZATION - I \
/ \ / Off/
VICINITY MAP o SITE
TIME FRAME EXCEPTIONS a uPmoxresrc I / \�U N ��O 1 - D /
N.T.S. PERIMETER DIKES, 7 DAYS NONE xax.m.xnwan..,. ) I \2 N....," /r« a atom�nnaann«.,n m , rna.
SWA c S, DITCHES r7 aomasxraanee / \ Lot Nan /
lil
&SLOPES ^`„+`°°°*W* ) apt r /
HIGH QUALITY 7 DAYS NONE 1 ll I / / CONSTRUCTION 'WATER ZONES / / / LIMITS(HOW) yi
SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to GS.113A(3),provisions for permanent ground cover / K / g98 \ \ /
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 so calendar days
THIS PROJECT IS IN A PUBLIC SUPPLY NOT STEEPER THAN 21, 14 /(whichever is shorter)following completion of construction. /
/ / / / / 2 / / /
WATERSHED(WS-III)AND ALL REQUIREMENTS DAYS ARE o CONSTRUCTION /
ALLOWED General Erosion Control Notes ''b / / / LIMITS I \ Lot P / / /
REGARDING SENSITIVE AREA SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. I /
FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on all m • 4 /
WATERSHEDS SHOULD BE FOLLOWED "�ENCTH IN erase. ¢2 // ,/ /
/ ILot Plan o �; /
ALL OTHER AREAS 14 DAYS NONE(EXCEPT /• / / / 1 ` LLGrL o000 ( I
WITH SLOPES FOR PERIMETERS / p 00,0/' ` I
FLATTER THAN 4:1 AND HOW ZONES) / / / ' I / 0p0�/ ` r
3 f��2�
DATE: PAGE: / / / / / I /� �asdAr / Lot Plan I A4I--N •
1 1
DATE. PAGE: / / I r UT7/,'71rq '� / B &rrG" PAX 1 \ \
s Sock/watts Silt s k/Wattle NOTE: / / \�FgFgC y 1
RowZ� to. MI Area to be 1.q Other o`,"te un:wieaaror \SF C.
-, eall _rr IISProtected ° A.. ..B C.. D.. E F.. ,.G.. H.. 39� /\T
^�dll Z _II.JLT z. uniformly with compost - \
12. il- Stokes �I s gw �'� I / l
M beyond n u H I- - I no A , A 's I / THIS P OJECT IS IN A PUBLIC SUPPLY n /
SECTION BEDpgN minimum of o feet
Wig°of
/ WATERSHED(WS-III)AND ALL REQUIREMENTS / / J
eat ¶ 4 1 na ll Hous �G �/' HOUSE 1 `
<D slightly 1 4 // / RE�ARDING SENSITIVE AREA / \ /
Me. �D a.Ma, _ .� ��� LI✓ �,_ a L. i I J l�
' m «" J WATE SHEDS SHOULD BE FOLLOWED
inch x 2 inch cross section Would be driven Ter.-ally plumb,through the center of the silt
LEDGE INLET
EDF CURB A�� • onowny vita:. Av�ta',a tts / '03 / / / / /
sargwelle.Stakes should Pe placed at allotes / / / o. /
1.If needed,Tree Protection fencing should be Installed along the buffer zone,wetland / / / / j/ /
d Mulch or Com g red a Mm of 8 feet a anaocwanl placed in ea Inch LEGEND boundary and/or around protected trees,providing a radius of at least 1.25 feet for each / /
Tool/2 height of log a 5. possible when inch of trunk diameter. / r / / /
urvTRErvervaD INSTAL Tlorvpaver..Heavy 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on n V
e-- -
'.N...`....v"°r............r......""WM1i M lac a on SILT FENCE -@- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are / / // S / / / / / / /
concrete
kS
ll be used
ISOMETRIC VIEW sacuwame o hold a in p e during tan events. contiguous and have different land owners or builders,each lot should have individual Silt / -------
MAINTENANCE / /
t. lnepect silt socuwasnle aeas,vre1eElyana after Fences.
each 1inch or greater reinfell.Remo. ® 3.Install required Silt Fence within 10 feet of property line 1D ensure there is no conflict with / / / / / / / / / / / /
Mulch or omp COMPOST SOCK wmu now RAMS as ENTRANCE septic system.It is the responsibility 0f the builder t0 ensure the installatlOn Of sediment / / / / / / / 3� ..."./..
control measures does not impac[the septic system and repair aree(s). / / / /
b Umreecneam8=_ �a pesg�plo.era a(�0)nT a(go.m)(memo)(s.met (Tro) 2' aide moat be replaced if Opp r CURB INLET 4,At least one Construction Entrance/Exit is to be installed per I. / / / / / // /
Rreopa To ae ,soce ram sWm. adequate,r,,, needed to allow for now_cogged 5.Waste bins and other areas dedicated for managing building material waste shall be at / / 382 / / / / / /
ShootFl Slu sock/M�<�gum(asl OmFm) 32.Fm) excessive, eewipa least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
/ /
oak A ee tr worn. pus m) (vs, ) (Soo ) no other alternative exists.If this separation cannot be achieved,these areas must be / / - 378 ,__7 / / /
xreulicnn1v ]. ,,. rs. zz so. a centained behind Silt Fence. / / / / / / / / /
u c e jft p m%x m%x m%x (m.x 6.We.dOwnStream of diaturhanceS should be protected;Streets should be swept when / /
a (w ,,4, f,,, 88-8 dsmman«e«mpleeinpeareantilWMe sentaine from the construction activity is present /
d/m/m7 d/m/m) d/m/m) d/m/m) /m/m) measure esnb«no en'eimy arebl^vee�ed ..\NC-Environ men tol.jpey 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and Other measures are / .....
/ /374 / /-
SILTSOCK/WATTLEFOR PERIMETER AND INLET PROTECTIONprovided On additional sheets.Erosion and sedimentcenbol details are not draw to scale. /////a / / / / // / / / / _- / / /
L rd ra -- ---- TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE: / / / / / / / ��
GATE: We FenceFilter Fabric PAGE: / / / _i /
steel PM� s max.F.g Max.Standard Strength
Mimi<wlmomwre fen Wire Fence wire Bock.trench / r c.h wire fence • / / / /
/ / (
/ /// _ _- / / / / / / / /
d Compact / /
Stets Post thoroughly
/ / �- / 7
a.
dope - • /
or sea'
Wire ties t w • �oaa / / />(7 \ l / / ..../
/ / / / // / .....--
Plastic �� /
Q e.rJln.along.trench QJ'O� /.. .S sa•,y. 7 / / I / / / / / / / /
■ I 1
n Flter Fabric 1 / / I I / / / / / // / / ...1.
/ // //
m.gedmembemrmnent..strength does. d24inch.awpebedheground. CROSS / <` "` BMn ( / / /2. eherkec
Construct1. y moo�a��m;,�'°y�w;aw�;mac.�.;f;'n°re�tn;a ;bn�e /
3.construct.fl Nrkbrctromac«continuous engIn mthe earner to wnenlo tab are , � • I / / / / _
gfasten efl..Witaonr,.alsoPpon swdm41.mi mum^vena8MOmne EP. I\ ��
4.Support standard npmpfin tic by wire mesh fastened sewreytosten.wire oSte ups.po side of pe en fabric on the
f innceaweek an,erect eacnt / 'ay t: ; s''o // I // / ,...,./.
/ / _
the wire mesh support to side of Ile fence post. reoe^o°�zip a of the camaxim.afatee span Supports should krequired arepairs aimmediately. \ / ( / / / / / / // // / _ / /
suppadfence a used space poet
securely Into me ground a Herron of 24 inches_ 2 Sor houdm \ / /
Extra strength filter fah' .Securely Remove.come ineffective,sits as npessary' Colsarfilon. Maintenance: ( d / / / / / / / / / / -
s fabric foot post resulted wire mesh knee 3.Remove deposits next
as necessary Pre.eon the
keen pefllmrfabric diredykosta.wire or plastic vpties should have eminimum of SO pound tensile stage volume for eo next rain and reduce pressure on the 1.Clear the entrance and exit area of all vegemtlon,roots,and Omer objectionable 1.Per NCG-0m inspect at least orates week and after each linch or I
strengs,. fence.Take care m evoM undermining me knee during material and properly grade it greater rainfall,tiegravel
make any required repairs immediately. \ \ \ / / / / / / // / / /
M Excavate the trench approximately 4 inches vide and 8 Inches deep along me proposes line of the posts and dean... 2.Place the gravel to the specific grade and dimensions shown on the plans, 2.Maintain the gravel pad in a condition to prevent mud or sediment / / -
upaloPlacepefromtheeemer. 4.Removes fencing matedas and unstable sediment dep«its smooth it from leavng the twnstrochon site.This may require periodic I \ / / / / / / / / / /
9.Boor ha<nes afkbnceodg the bosom and aide of the Wnchuoeor area wig the area kgreaeand stab-ze teflaruw cony bufng 3Prov tie drainage tow ter toasedment trap that su table outlet to \/ /
8.Budd the trench with soilpaced ovapafimrtabric and compact.Thorough compaction of me backfi's drainage area has peen properly stabilized. ga try Water pOro pdresang with inch stone \ \ / / / // / /
...entrance performance. 4 Uee geotextle fabrics in order to improve stability of the foundation in locations 3 Immediately remove all objectionable materials spilled,washed or /
10.Do not mach alter kb.to existing trees. subject to seepage or high water table. tracked onto public roadways. I / / / / / / // / / �> /
.c\NC-Envir nrderuul.Jpey \ / // / // / / / / / / / I r
SILT FENCE CONSTRUCTION ENTRANCE/EXIT \ / / / _ ( l
. / / / /
DATE: PAGE: PAGE 1 of 2
4 MIN. FENCE THIS PROJECT IS IN A PUBLIC SUPPLY
WATERSHED(WS-III)AND ALL REQUIREMENTSREGARDING TOTAL DISTURBED ACREAGE: 3.78 ACRES
- _ - e WATERSHEDS SHOULD I BIE FOVE LLOWED
EA
LOT EROSION CONTROL PLAN
tlL11111111.11111111.11111111 1
LOTS 1 - 4
ocorouD MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION DONATHAN MINOR
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 any adversely any 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 CLOTHFRONT VIEW NNW 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
FILTERobjectionable materials spilled,washed,or tracked onto public roadways.
FABR
wnsHED sroNESTEEL FENCE
INTO SOLID GROUNDAX CLOTH IN FRENCH 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
zsT� Der ro NOTES; ~rPoAPs"RT MI"' 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 should overlay the silt fence at least 12
inches.
�%1pp Sodding-The sod should be properly maintained to insure that the grass take holds in the areas train secured.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 -
c• o___ 2.Stone outlets should be placed on low elevation areas of silt fence and r v v s s rY 9 v v q s SCALE:1" 100' JAN UARY 2024
and based on field conditions. 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:
BURY WIRE FENCE AND B RY V OF UPPER EC.OF 1.Per NCO-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 propedy.Any bare areas should be s
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter ratnfull 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.
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
toceloN VlEw 4.Remove sediment needed
halt of stone outer is 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 tot.)pay 5.Replace stone as neetletl bfacilRate tie-watering. P P 1 1
O" L inch = 100 ft.
,..,:-.;. 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:1/31/2024 4:22 PM LAST PLOTTED:2/1/2024 g:17 AM PLOTTED BY:Dennis Gilbert FILENAME:0\CURRENT JOBS\SUPERIOR HOMES OF THE SANDHILLS LUC\24-2929-01 DONATHAN MINOR SUBO-E0\PLANS\DONATHANEC-LOTS1-4.DW0