NCC241331_Site Plan or Location Map_20240507

o CONSTRUCTION SCHEDULE \
I.Obtain all necessary permits and plan approvals.Erosion and Sediment Control(E&SC)permit and a Certificate of Coverage \ •
?gy (COG) bobtainedbfora land drs.hing activities occur.A copy of the ENSC permit.the COC and a hard copy of the 1\
V
/ /nwattles. SODDING _ \ 0
3.Finish 1 a d grubbing arc on Iota as they ed. -5.....)----
gOI� \ \
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S..BB I grading and excreuren
Bg' activities -
G6.Finish 11 h grad' d hconstruction.All areas not distivbed for 7 days"reds to have temporary or permanent 1..,
3T Bro do Ilea aTorsCos
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rr' ,,, °. `a 7.I Ildriveways,walk and patios.
r'� g. g f grading of l ABMNot ores....x sierereNso
f��� �/ / \\
• 9-Pinwl grassing,mulching and stabilizing of lot In most oases this will involve Neiustalletion of sod on the lot The silt fence will '#\\ Expo FOR rams.DOWN }1 / \\\
place
remain in until Me 1 sodded grassingstabilizedand takeshold.
SP 10.Theshall a self-inspectionsof the - and sedimentation I measure ana complete the following / \ \\\
combined If- pro f found h DEMLR bs e •
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https://www dry. bra Ud / gy 1 d land sou I / rmwater pmgram/npdes consnvction program. mores. Bare / \ \ \ \\ /
paY xagaT° L.
SITE TwelveN r rapt p rah kepton site aavailabler inspectionnarecommendeda /
e copy be kepi p bra Ref:G S 113A54.1 through G5113A575 ISA NCAC 04A.0101 though ISA �� E0 \\\ /,
- NCAC 04E.0504G GeneralPermit NCG 010000 NPDE5 for Con Activities.
even calendar days end e �`' \\\y 11.5 If f d d I be performed leart once every --
ho withined. f be
N 1 n Anyneededshallne dimmediatelym as �� VA \����^ VA _
��J desat igned.project All ESC aft 116 ed p 'fed' h onewdion dHails on Nis plan Arai gauge sM1allb Iled ��/�ii \ \ (P \\ \ \ /
Z 3N 9-vim 12.1 pro' dfirielracceptance gl Whenh project plate,the permitlmsshall covpot DEMLR o lose out the P&SC \ \ 'l3 Vy- �/ r
Plan.After DEMLR'f N of the I out via inspection report,the permitted shall visit \\ C" S \ /
`dry.uv govMCGOF b HaHmnc Notice oPte umtion(eN0"G.AS120 minuet general pem�itfewill be charged VI - I \ \\ \ \
until Nee Nor has been fig,out. 1Y - jj l�,1/14ux2'
rrx r wh,nwn rx \\
JOHNSON Matz aV'F'�N;ur'II 11 ,r .� r°u.a41 r�ll V A �.�j, VA\
GROUND STABILIZATION wxrxaaDlL T° :_�.`" s" mow wasv DIE seri.
Mowaa �1 I \ \\ 7 �'-
SITE AREA STABILIZATION EXCEPTIONS 51,140, rox�APPEARANCE OF GOOD SOD xnx - \ \ 1 \\ \\
\ VICINITY MAP DESCRIPTION TIME FRAME \ \ I I \ \ \\
N.T.S. PERIMETER DIKES, 7 DAYS NONE _ \ 1 \\
SWALES. DITCHES ., I \ \ \\
&SLOPES `�XE1e"`' \ \ \\
HIGH AT EY 7 DAYS NONE n«.,n 1 I I I \
\
\
WATER ZONES e"`'n'r°'°'"`"' \ iaoolTsarz Pnarrs LLc
HOW Pa 4173,PG 007
SLOPES STEEPER 7 DAYS IF SLOPES ARE «"..enmw, 1 I I 1 \ \ \ (FUTURE DEVELOPMENT)
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
THAN 3:1 10'OR LESS IN �v"*m"'"�"'*lnaooa aoa. I ) ) I ) / I \ W \
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE GeneralErosion Control Notes
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER / / I /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 1.Only the areas shown shall be disturbed. (\ **
EROSION AND DAYS ARE
CONSTRUCTION
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 2.All disturbed areas shall be grassed and
ALLOWED as possible LIMITS
NCAC 046.013E STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched ass n ble and maintained / / /
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover Is established. J
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER f
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN // I \ '01
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \,, 1 1CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE EXCEPT (/ vWITH SLOPES FOR PERIMETERS / \ 0FLATTER THAN 4:1 AND HOW ZONES) / \ ti� O
• \/ 'C'- ' #4.
DATE: PAGE: / \1 \1 I\ \ / _
Silt Sock/Wattle Silt Sock/WattleDATE: PAGE: 1 / //
Flow-z� tin oN / \
1 \\73
�I _ 1I I " M \ \ \ ,' / ppt Plan KETONE PPRTNERS,LLG
ir ,z. 11_.Il /
2 2 St k s o (tOT rm. •• •• •• " •• "G' _ \ PB 1433 PG Ore
Stakes s s
ONSTRUCTION •- ,/,
SECTION SECTIONslope.
and a 'mummtofeH beyond the toe Dram I�'-i -•� c \ \ \ •
LIMITS\ \ 90 \ ` fee
ope.sn socwwa elsm)located below p p ✓/ \ \
Ilt, anoule be mcamdH eeege oftne ff (FUTURE DEVELOPMENT)
�ak�atdem nouatiaturned;NntlypD��m ff u✓ \ \ 72 0
el.... e'er` runoff
e(sl�going around Me end a ✓L ✓< HOUSE �a Nus I'S A' H '�' \ \ V -\
4. oak or other
sod/wattle.Stakes should be H I.a, =Ra _ � aD -RuAY Hale J y \ d
verecally plume tbroup the \ \ \ \ \ CONSTRUC ION \ • .�ry� \
maximum interval of 4 feet or a maximum i.ry. Av/EOGE or cuae AY NAY a wAY ' ROA.nAy \ \ LIMITS s� /J'
Trench in 1{ CC s'
Wood Mulch or Col grounds .in.
the in inch 'LUR Notes: \ \\ \ \\ /\� \ \� 100
urvTRBNCNEDTo t/2 height of sTALunoN g 5. bebleINSTALLATION. sockrerefiles are us.on hind
fie when a INLET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland 7a lll��,��,
Iry �w..ENTRE�ra"°...,tea...w.r°�wwrre ,e boundary and/or wound protected trees,providing aradius of at least 1.25 feet for each Lot Pla /1
rate p during on eve., LEGEND inch of trunk diameter. \ so \ls \
ISOMETRIC VIEW` 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 00 101 /
N. Ixmu FLOW RAILS ' 'ter
DIRECTION @- schematic/diagram and geld adjusted,if necessary,for placement at low points.If lots are 1 \ \ /
as
MUrtsa anycontiguous and have different land owners or builtlere,each lot should have individual Silt
\ \ \ \ w
SILT FENCE
Mreh or Compost ' Fences. ���///��'
Me..Gpeka g m.. COMPOST (12 inch (10 rn'n)(24i�h af^he 2' aNe muetbereplaced if clogged or 1Y 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \ \\ \ ��
Sheet Flmvy Protected m)n m)a ENTRANCE [ t It in the Fes bilit f the builder to ensure the installation of sediment \ \ BROOKBTONEAVILtAGE �60
Sep is Sys era ponsi yo O M
a control measures does not impact the septic s stem and repair sspC� 102
Silt sock/MLmnm(as�j• Oe.STmj(zzeTm) tkaao t`Mo t`Yso ono, a CURB INLET 4.At Construction Entrance/Exit to be installed pll[area(s). \TORACT ONE asN�\ � r qq
work Area Wattle (sos m) (see m) (500 m) preper o. I`\ \
�Hp n�� s4. Reinsteo If damaged or dislodged.measure. 5.Waste bins and other areas dedicated for managing building material waste shall be at \ I ( \ \ PB 41]3,P 07 8 Z
R. Loa 't.n 'mI) R2/a eb/x measure stabilized. a least 50feet away from stone drain inlets or drainage ditches unless it can be shown that I \ \.„..
\\ \ \• 2
I. '°"s"R ,, ,,ta �t (2sr (i7< a era ure has eeenperm be
inspected
tly stag lazed. no other alternative exists.If this separation cannot be achieved,these areas must be \\
MT
\\ \ 7 l
/m/m) /m/m) /m/m) /m/m) /m/m) contained behind Silt Fence. \
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION B.Inlere downstream of disbebences should be protected;streets should be swept when ��
sediment from the construction activity is present.
..\NC-Environmenlol.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \\ \ \ \ \ \ \6 r
provided on additional sheets.Erosion and sediment control details are not drawn to scale. \ \
(----
DATE: - core Fence Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \
•
"eel Poet sMaa.Extra sIT Max. 4irereingiabnith bxmneutwre rIc with ran Wire Fence PI wire BOdkCom trench DATE: PAGE: \\ \ \ \ \ .\
fence Steel Post thoroughly°C \ \` . I \ \64\ 2�
f r."-- Z,
Wire ties V
\ \ 1104
=a8.ogfie sad !o!�,,,,` \ I \ \� 63till /
Filter Fabric "ovma4 forward / � �� Ta vA,tal 1 1
rengNarexced24Inc btcfipr SECTIONRaGg VIEW \ 1•.1W.�.�. .�.�.�.0•1 I 11 ---) .) \ \ I
2.Ensure that the heightm�a:emam;p;an nma.aea g g ep�,�, 0,P4,A0, ,i 1
volumesmay impound 3 Construct Me filter fabrclfrome continuous mint ro tune lens ) - I`* • . I
fasten vine m / �---tI,V -,,,v : gal,:,: mot,: ) I ) \
the wire mesh s4.Support standard upport
fi"botto ofreetneich Fasten fastened wire reinforcement.then fabric on.urelope 1. Inspect sediment fences at least due D once a wee ' `•.i a Mn oti y #� s ••
/ 1 ) I III I I \ \ 6(� I '
5.When fenceside of the fence post Wire or H used. .retreats should be drN p ties should have a minimum 50 pound tensile strength. inch or grreter mi..Mare any
w tear,decompose,
/ / \Q' \
securely8.Extra strength firer fare,wig.foot post spacing does not require a wire mesh support...Securely 3. rea �" et*,h.P�"R ',4• ro'. /7/ '
/ �j / J 1 1 11 0
) I I
Remove
sediment deposits as ssa yapre uare / 'i'W j �Y. e°a'4`'� / I \
fasten the p H m of so pound tensile in avid reduce pressure on me - - `~ e.
7.aExcavate fence.Take remavoe«Mermnrg me mace ounng / / I /upsleenfencltg materiasesits the bottom a.side dire trench. and toting the area to grade and / 1I9.saw..trench wre c r r / I I )
TO Donot8.Place via b silt I b'c to er sang trees / \I \ \ I I I I I
smooth k. from leaving the construction site.This may require periodic )
3.Provide drainage to carry water to a sediment trap or other suitable outlet. Immediately
sing with 2 inch stone.
..\NC-Envir n enrol.jpeg 4.Use geotextile fabrics in order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or a
m SILT FENCE subject to seepage or high water table. tracked onto public roadways. / // / / // \ \ / I I I I I I /
CONSTRUCTION ENTRANCE/EXIT /�// / '/// \ / / / r I I I I
DATE: PAGE:
dSILT FENCE
GE 1 of 2
+ IIIIIII IIIINIIII 111111111 f MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION TOTAL DIsPAED ACREAGE: 0.39 ACRES
LOT EROSION CONTROL PLAN
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 LOTS 70 & 7.3
THEvs roan - 3 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.
STEEL FENCE P 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 BROOKSTONE VILLAGE
WIRE FENCE objectionable materials spilled,washed,or tracked onto public roadways. PHASE 1
HARDWARE CLOTH FRONT VIEW ‘ireBURY WIRE FENCE. 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 insureFILTER FABRIC, FOR
FILTER OF ff57 STEEL FENCE AND CLOTH HARDWARE
DwzzeH 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.
INTO MIN
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 toclose,since this could inhibit adequate growth GATES BUILDING, INC.
NOTES: ~rnPAm Mlrv.ROUND
and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible.
ON GROUND
1.Hardware cloth and gravel should overlay the silt fence at least12 McLAUCHLIN TOWNSHIP HOKE COUNTY
° q Stone 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
2 and b outlets should ndbe planes on low elevation areas orsi¢fence repaired,and reseeded as soon aspossible.If the time ofyear does notpermit the establishment of a permanent grass,then a temporarygrassing growing permitspermanentgrass. SCALE: 1"=100' APRIL 2024
BURY WIRE FENCE AND \`\ dbase�rangeldconditions. P perman should be used until the owin seasontheuseofa GRAPHIC ,SCALE
URv MAINTENANCE: c
1.Per NCG-01 inspect outlet at lest once a week and after each 1 inch or Wattles-W I shallsignificant rainfall events.RillsIli of thewattle repaired. Iran depositsthatimpair thefiltration ill h wattle shall removed wh ra h sediment reaches one-third of thewattles functional fr rdh h.Removed spaart es Wattles s s l be inspecteddafter he cect ra a a eatstheor gullies Ups not u att a and any i undercutting is to be Sediment t capability ofthe att e s a be e the se e t t d att esfreeboard height.t _
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.complete any required repairs immediately. sediment shall be deposited within the project in such a way that sediment is not subject to erosion by wind or water. - d 5
OF 2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris 10 proviso adequate now. Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to de adequate
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. posi ry provide qua a storage volume for the next min 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
..\Nc-Envir .nnen tnr.)P=y 5.Replace stone as needed to facilitate de-watering. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
SILT FENCE OUTLET 1 arch = 100 ft.
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE ifF-0106
LAST SAVED:4/10/2024 7:53 AM LAST PLOTTED:4/10/2024 7:57 AM PLOTTED BY.Dennis Gilbert nurovun:At CURRENT J0B5\GATES BUILDING INC\23-1E103-Or BROOKSTONE VILLAGE-EC\PLPNS\BROOKSTONE EC-LOTS 70&73.DWG