NCC242164_Site Plan or Location Map_20240718

CONSTRUCTION SCHEDULE ....7
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a'6y I.Obtain all necessary a Ian approvals.erosion and Sediment ewtrol as am a em;5mte or Coverage L ,/ /%are Parma ell P PPmva [E G)permit ge \Z
planmmoat obroined and permitinbx,anacwar.Acagy iof npecton. air Ne COC andaM1aN copy of tM1c `(S plan mun be keprwsia,preferably inapennits box,and accessible during inspection. �i" /2.Install gravel mtles. on entrances lust,Nmsilt fences,reinforced Mt fence
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outlets one wattles. SODDING g0�� \
1.Pictish clearing and gabbing any necesary areas on the I.as they are started
4.Begin lot gad.and excavation actinides
dG S.Begin or couih grad and house construction.All
11 , ` �y / / \
J5 . 6.Finish all rough grading and house mnsuunion.All areas not disturbed for]days needs w have temporary or permanent �� / \ 1
groundcover installed.
�y� AY'4 'TF� ]. II driveways,walks and patios. Mal \\ \
gyp. g.Begin finding,mu of lot areasT LEAVE SPACES AND PO
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oy. 4 t 9.rinaln inpla&mndil mulching andssodded
oddei or gr lot ass.is Inmost cases Wis MU involve We installation of sod on the lot.The silt Fence win M�� axosexorwMrnlxavlcccs. \ \ / // 1Il\
�, apiece until the lotE ead&eor gmeshtg is stabilized and lakes hold T /(\ \
Q 10.The contactor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following 747
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u� c b ed I[ pec r trod the DFxarw b o L / \\\
o e Trips://w '.deg .B /ho t/L s/ 1 d d / warn PrograWrrpdes cor�smlcnon-program. f
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- Twelve Na f pl p f shall be km davailablef inspection at all times It is remmmemed aCORRECTLY " '7 \ 11\
copy be kept permitsb :OS. J S.throughGS I13A57 Sections ISA NCAC 04A0101 through ISA �� / `\\ `\
SITE - NCAC 04E0504p 1 MOBS for C A cosmo
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1FJ1 m II.Self-inspectionsthif swot
a' I re performed at...once every sevento maintaicalmn
meays sures �y \
4ll 'd p� within 24 hours of every f b inch.Any dad pa shall be made immediately to mainain measures as A'd°� 1 \ ��� \\ \
2f designed AU ESC measuresshall bemaintained specified the comtructioa details an Wis plan A Mn gauge shall be installed /' \ \]//
z Pesos- 12.�ew the
mo�e�she
rn�amonitoring,
n n Plate,the manatees elan moron D6MLRmemre out the Ease - \ \\ S�,�rs \\ �262 / \
Play.Afire DEMLR informs die Pnmittee of the project1 tib via mspxtron report,the permrtme shall visit , � - I 0 .' , \ BROOKSTONE PARTNERS,LLC \
'dnPnc govMCCAI'wsobmrt an electronic Notice o[lermmauon(eNOTJ ASI20 emus!general PerwtCee win be charged Y -1W!!1/iLhl)1fAN11WA \ \ VVY \ OB 1138 P095! \
until Nee NOT has been filled out. NN!{1Nl 4M1+XINANIN� \ ♦ \\ p
JOHNSON Mac ROAD aV'tF lffli4�111j1 Nry{{yrl .� I°"u aiNl lIll �� � VA �- (FuruRe loEvE�oPn.ENr)
GROUND STABILIZATION wnxTBaaoIL.1409 camMOW WREN Tim SOD IS
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SITE AREA STABILIZATION APPEARANCE OF GOOD SOD NGX as \ I I\ `
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS \ \ I \ w \
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N.T.S. PERIMETER DIKES, 7 DAYS NONE `
SWALES, DITCHES e, I I I \ zB \` l / 116
&SLOPES ""°"` \
I V V` V 7 A \
HIGH QUALITY 7 DAYS NONE nomn I I \
WATER ZONES "".°"°rn me". I I I \ \ IP \ \
(HOW) cam.aaa,a re"."am.w,. \ I I \
\
\ \ ' ' \
SLOPES STEEPER 7 DAYS IF SLOPES ARE ' ".`k�'v;;,;°R°� Be I \ / \ \\
THAN 3:1 10'OR LESS IN ' ) / I \ 115 f
A GS 113A-54.1"IS REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY 1 6
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE General Erosion 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. ///// / I ` \ �/ \//94 \
EROSION AND DAYS ARE \
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SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and 2<,,
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched ass n as possible 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. `C \ ,,,p/ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / // I \ / U 113
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I ',t, I \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
LENGTH 1 \ 09 93 \ \ 120
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT ( ` 11\ �0 ' \
WITH SLOPES FOR PERIMETERS / ti \
FLATTER THAN 4:1 AND HOW ZONES) / 1 1111).
\ 1 'Cl' 74 Øo \ T
DATE: \ / /L -I5 5Wa S 5 / tt T DATE: r� s (FUTURE
ee /-�
a _ - e II..._._ II�I.. against erosive velocities may be mint..far /\ \ \ \ N� \
tz^Mna- �" I '-- II-lIF z. Pat
■I 2 2 t Mn' 2„ 2 ..A.. ..B.. ..C.. .D. .E.. ..F. "G. .H.. 09 \
stpkea stokes 3. m.relph sepia } \ �\ \ \ \ 73 tiiik �\ 1T6 90 \ .� \ t/i
SECTION SCARON Et a"be° wa^et(U'e�a o u i % I I ;71 e \ \ \
land Ww;mf'Z prevent%nce.Ta ends of wiltslIght blaNpaw 4 ti ' ' I % % , I �' .. % \ \ \ \ \ \ \ OSOC 99 \ t•'''. 110
n M°4 ¢• me from ld going around the I:1t ✓l.eift .HOUSE II II �C= I HODS :11I 4HOUS ` \ \ \ \ \ Lot Pl.n 1os \ /
,1 HI , Oak or other durable hardwood stakes.th a 2
Inch x 2 Inch cross section should be driven I I
Tren maximum Marvel of 0 feet or a rnasimurn intoned inch Y SRO AY MHO• AY AY �ROArirAv \ \ \ \\ \ \ CONSTRUCTION / \ /
W W vertically plumb,through the[enter Of the silt
r 00 Cr' LIMITS 107Olga&
-ate
Weed Mal.prcpmt of 9 gmane°a Mn. ie,when URBrvLETL°.OFc�ae AY NoteeRo nAv -sock/wattle.Makes.ould be placed ot o \ 100 `J
umRErvcn6D INSTALLATION e 5. In the event staking is not possible nd!heavy 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland \ \ \ 7 \ \
.m• •v�mvavrvE�mm�rvm�ra E• ,Ira boundary and/or around protected trees,providing aatlius of at least 1.25 feet for each �ROO GE\F•� \ \ 106 \
sackesatile to hold it place a g off merits. LEGEND inch of trunk diameter. MASTER\KASSTS@IATI IBC
ISOMETRIC VIEW 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 1 TRnCT ONEIOFJ \ 00 \ 101
t' °a" N @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are 1435 PG E6 / \ /
contiguous and have different land owners or builders,each rot should have individual Silt 'R@41]3,P aGQO] \
Compostmum or h q«INIT.scow RA,ES °. Fences. \ \ \ 105 \ o for Untrenened•peke tied z•ts nm) (wo,m)(sp,m)(soon, Ix 2' amp mast be replaced a dogged or OUTLET
3.Install required Sill Fence within to feel of property line to ensure there is no conflict with
needed lo alMw Mr adequate
CONSTRUCTION ® septic system It is the responsibility of the builder to ensure the installation of sediment I \ \ \ \ ,.80 102 \ / NCI
s.Be t Blase BOO seek - control measures does not impact the septic system and repair area(•!. II\ \ \ ` \ \ M
Sheet FlW Silt Sock/ BNm(ax1 (tasrm/ (usrmI t`M� ti..mi t`„B B. ° CURB INLET 1 1 \ \ y \ \ 0
Wattle m (am m) (des m) (sib a) - 4.At least one Construction Entrance/Exit is to be installed per lot. \ \ \ \ 1y�6 \ �. ' 104
Hyeavlle n'. T. rt tfi zz as sRomani,damaged Shan dislodged.
islodgeed it sock/waffle may need to he nspected 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ \ ` \ / 4
g %x a m%n m%x m%x m%a compete and the area above Me least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ \ \ \
(s (rat (lea (zat (Bra 4 disturbance is rib tab.!.a no other alternative exists.If this separation cannot be achieved,these areas must be '
a B Me.. vm/ml /m/. I/m/m) vm/rut meaaare rap npemane re sae \ \ �� 103 �'
comainetl behind sill Fence.
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected;streets should be swept when \\\ __ /^\\\\\ \\ 67 C�
�_____ sediment from the construction activity is present. \ \ \ \ \ \ i ii..\NC-En virOnmen lot.jpeg 1.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ \ \ \\ \ \ C7 % 82 illiikl\ 40 /
I- �- provided on additional sheets.Erosion and sediment control details are not drawn to scale. `CvtC1�T
DATE: Fps,Max. PAGE: LI
I21 .
DATE: PAGE: \ \nlySted • �Lolanin.t .. .
Z•mnN 6 \ I\ 56J 1 C't STRO /
/ LIM /1. Construct the 2.Enrore that xosssacroN w / ( I I I 1 62 \�__ •/ 58 .:.
' /
impoundmay vo
lumes of water sediment fence c.°P a Urre mNe structure)
((
a cee„anthe�unfa,rely cf from a continuouslength of the bonier ¢ ao- ) I \ \ I 59 `
Support standard Strength
ONlreer kbnc°wby 9tre m.support
aena r melaenanre. r I j l /
the wire mesh peon ehpmmof post with 4 feet minimum overlap to the next M aw /I'✓st �I a Mn a J l I ' I I I ( \ 1 6 , l /
5 WM1wewire meaM1Side Cif Me fenCe 08supepartknce is used,speI.Wire Or pink Zip tleS cepwseuld ha.mexlmum INe eel°parts iniature 50 pOUnd tenalle 1B°s sub be drivenreater �Make any mmapuired a tear,decompose, / Y' a ''',Wig. y P�� / / / / l I \ I ' / /
m repairs yy / / I I I
6. :stengn.fl:�,fe,�a�nyw.wemwreprpaga,mteea�ndha amm,mnmaf�ppn�wntreth. inch or ce.Securely mewiment;deposits =re yea ---- / / I I iI
7.Excavate
theme.approximately inches wide and einmea P along Prow Imp of posts and et avoid undermining need a 4,Remove ell fencing materials and unstable seem.deposits Construction: Maintenance:
/ / / ( / / /
afterpost spacing Mee not
mes
support
8.Place 12 inch.of fabric side of the Mnch. and hring Me area to grade a.stahiliee it the contnhe g 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or / I\\\ \ \ I I
eollpa placed werwNe6l amrabncaM compact.TnorouOhhcomDorinof the backAlHa material end properly grade it. greater rainfall;make any required repairs immediately.
/ / /////��'I ` I / I 'twnc a performance. drainage red has be properly v 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 I I I I I ) / ( ( /
10.Do not medr 5Mr bec to existing trees. smooth it from leaving the construction site.This may require periodic / I
3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressing with 2 inch stone. T I / / I ' I I /
.\NC-Envirglmental.jpeg SILT FENCE 4.Use geotextile fabrics m order to Improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or j// / // // \ \'',..
/ 1 ' I I I I I I / (1/ I
Jsubject to seepage or high water table. tracked onto public roadways.
CONSTRUCTION ENTRANCE I EXIT /// // \ // I I I I I PAGE 1 of 2
DATE: PAGE; //� /-// // I // / // / I 1 ( I I I TOTAL DISTURBED ACREAGE: 0.38 ACRES
MIN. -1 SILT FENCE LOT EROSION CONTROL PLAN
IN
L ,11111111.11111111.111111111 `. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BROOKSTONE VILLAGE, PHASE ONE
I -- .. LOT - 99
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
T SEAL LEA j v 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. '�N D
eAs
s - t - 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, PHASE THREE
17117. objectionable materials spilled,washed,or tracked onto public roadways. LOT - 554
000000RE CLOTH FRONT VIEW 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 & FOR
� Y WIRE FENCE,
FILTE 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. CAV I N E S S CAT E S BUILDING
STEEL
WASHEosroNE _ FENCE 1.--
2' CLOTH IN TRENCH 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 to close,since this could inhibit adequate growth
z6r� caouxD INTOsoLmi APART MIN.
AND HARDWARE 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. AND DEVELOPMENT C O.
NOTES:
1.Hardware cloth and gravelshouMoveriaythesiltfenceatleaetl2 MCLAUCHLIN TOWNSHIP HOKE COUNTY
• _re° inches. 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
8`___ 2.Stone outlets should be placed on low elevation areas of silt fence 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.
and based on field conditions. SCALE:1"=100' JUNE 2024
MAINTENANCE: 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 GRAPHIC SCALE
BURY WIRE FENCE AND B RV 6.OF UPPER E.E OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. too 0 50 100 200 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches. 11
3.Keep mesh free of debris to provide adequate flow. 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
SECTION vIEw 4.Remove sediment when half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized.
6.Replace stone as needed to facilitate de-watering. ( IN FEET )
..\NC-Envirq""amlm.lpeg 1 inch = 100 ft.
J� ,:.r..,: SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:6/20/2024 3:16 PM LAST PLOTTED:6/24/2024 8:02 AM PLOTTED BY.Dennis Gilbert FILENAME:C.\CURRENT JOBS\CANNESS AND CATES DEVELOPMENT INC\23-2017-Or BROOKSTONE VILLAGE-EC\PLANS\BROOKSTONEEC-LOT554Axu ZINC