NCC242985_Site Plan or Location Map_20240926

CONSTRUCTION SCHEDULE 7 ,�0� \
9 wOy I.Obtain all necessarya Ian approvals.Erosion and Sediment Control &s am a Certificate of Coverage \ L ,/ /
permits er l PPmva fi C)permit Be \ \ -
�o (CAC)moat be bruin dbefore any land demrbing activinceocwr.Ac�py of the E&SCpnmit Me COC and aM1aN copy of the \\\1 `( I
b plan must ust kept on preferably I.a permits turbrabox,and eccessir.during inspection. �JS / / \ \
/ 2.Install gavelmtles. ouentranctt first,Nensilt fences,reinforced Mt lace -
nNarsanewnnlaa. SODDING \ L �0P� \ \
1.Pictish clearing and gabbing any necessary areas on the lots as they are started.
4.Begin lot grading and excavation°ttivitim
iofr S.Begin or coin h gr Mth adMg and ousetructiou aotiv:ales. , ` �y / / \J5 , 6.Pioish all rough grading and M1ouse wndmnion.All areas not disturbed for]days needs w nave temporary err pnmanenr �� / \ 1groundcover installed.
AY'4 'TF� ]. II driveways,walks and Patios. Man \\ \
gyp. 8.Begin fine grading of lot areasT LEAVE SMES MO Do
/ \ \
py. 4 t 9.Final grassing,mulching and@biking of lot.Inmost cases Wis will involve the v..ion of sod on the lot.The silt fence will M�� axoseworwMrnlxa vlcccs. { \ \ / // 1Il\
�, apiece oust the tote sodded or grassing Esabiliud and Lakes hold T \ \
Q 10.The contractor shall conduct self-inspection of the erosion and sedimentation control measures and complete the following / )/ / \\ \\\ I
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_ c b ed I[self-inspection f loud the DFxar w websne so L. \\ \
Trips://w '.degB /ho t/L s/ 'oast and laud reaum / warn Progam/npdes cordwcnou-program NATO. f
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T I Ns f pl p f h II be kep d I bl f spection at all times It is remmmemed a \ �e�p`y \ 11\
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,9y copy be kept permitsb :G.S. J 5.throughGS II3A5]Sx' 15A NCAC 04A0101 through I5A all all
/ \\\ y `' \\SITE 6_
NCAC 04B0504G 1 ESf C A \ \ -ice
1FJ1 ya II.S If'wpectionsfrem d-d a' I be performedarinstonce every seven calenear days and �y ./��!� \\
4ll 'd p� within 24 hours of every f M. inch.Any dad pa shall be made immediately to maintain measures as A'd°� 0,211.11r1 _ \ \ ��V' \\, ll\ r \
2 designed AU ESC meas h ll be - - d p iliM the construction details an Wis plan A ain gauge shall be iv.Red /' \ \]/
Pesos- 12.�aPe die
mo�e�e rn�amonitoring,
n n Plea.Ne Penn tlesa anon<ona<t D6MLRmemae ent Ne Ease / - \ \\ S, \\ �MN / \
Plan.Ann DEMLR informs Ne Permittee tN prof 1 set.its asBecanreport,Ne permutes shall visit � � - I \\ \ BROOKSTONE PARTNERS,LLC \
'dnPnc govMCCAI'w submit eneliuunm Notice o[atmmuuon(e NIYI)ASI20 amual gemml pemvt fee wig be cnnged Y -1W!!1/iLhl)1fAN11WA \ \ \ DB 1438 PG 854 \
until Nee NOT has been filled out. NN!{1Nl 4M1+XINANIN� \ ♦ \\ p
10RNSON Mac RO,w aV'tF�ffli4�111j1 • 'Nay{{rlr .� 19"u aiNl t�II �� � VA \ \
�- (FuruRe loEvE�oPn.Ervr)
GROUND STABILIZATION wI rHaaolL opH zo
MpwEB l \ y \\ 10
SITE AREA STABILIZATION APPEARANCE OF GOOD SOD Hnx as \ I I\ \
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS \ \ \ I \ \ \ \\ w \
I
N.T.S. PERIMETER DIKES, 7 DAYS NONE \
SWALES, DITCHES e, I I I \ zB \\ l �/ 116
&SLOPES "hem. I \ L VA V 7 A
HIGH QUALITY 7 DAYS NONE barao \
I \
WATER ZONES Eva..°rrb�n mete. I I I \ \ 111140_7
�N \ \
(HOW) oam.axara re"."°en.w,. \ I I I \ \ i� i
SLOPES STEEPER 7 DAYS IF SLOPES ARE ,aar _�wTM sobs iwwaea J 1 / / \ \\
THAN 3:1 10'OR LESS IN ' I \ /rr. 1 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 ` \ �/ C0094
// \EROSION AND DAYS ARE /SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed andTcj1 11.1111111*
NCAC 04B.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY m Iched ass n as possible and aintained
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 gyp \APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / // I \ � / \ 113
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I ,,� 1 \
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
LENGTH / \ \ O9 93 \ \ 120
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT I ( 1 11\ 1010,
4TQ i
WITH SLOPES FOR PERIMETERS / \ ti \
FLATTER THAN 4:1 AND HOW ZONES) / 1 \
•
DATE: PAGE: \ I \ / / / \ p O� / aa0
OKSTOI
FL -I 5 S /Watt -I S S /MottleT DATE: PAGE: \ \FjIIIIIIO
• 110 \ {n \\ �r� c (FUTURE
4� /-�
ii .
eeO _ - MI a II..._._ II�I.. far /\ \ \ C) \
�t'" I '-- I_II; z. Pat l"
'mill 2 2 t Mn' 2„ 2 ..A.. ..B.. ..C.. "D. .E.. ..F. "G. .H.. 09 \
sakes Stmea a. a.relah aaa.m \ \ \ 73 �\ 1T6 90 \ .� \ t/i
SECTION SECTION
a"be° wa^et(U'e�a o 0 I ;71 p e \ \ \
land„sons arle"shoThe:°id719ightly a�I Np w 4 ti Th \ \ \ \
°"w�' '� a•w^o'' sift me(°i going octet en e q q ly 4 .HOUSE II II :1:re HOUS'X' A1:2 vertically plumb,through.center of the ellt
B IIilli \ WilliPli.\\ 108 t 1110
HI
W , Oak or ether durable hardwood makes..a 2
Inch x 2 inch cross sectlon should he driven
sack/wattle.Stakes Mould be plaryd W a
I.a°' _ a L.1.uAY _Ra° J 1� y � Olgailli mate rI AY AY 'mROArRAY N \ \\ \\ �G,4 \\1' 100 /107 /
or Com s tie a Mn 0'`CURB
AY NAY a o W1000
`++ r4aNSTRDCTION
0001/2„eight of g grbuM1 6 L B INLET Notes: \\
umRErvcnEe INSTALLATION possible
heavy 1.If needed,Tree Protection fendng should be Installed along the buffer zone,wetland \ \ \ 7� \ LIMBS \
.m• •vswvav,vE�wm�rvw�sra E• ,v boundary and/or around protected trees,providing a radius of at least 1.25 feet for each BROO GE\F•� \ \ 106 \
hold it place a g bra events. LEGEND inch Of trunk diameter. MABTERASTSQ@CIATI INC.
ISOMETRIC view 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ TRnCT ONEIOFJ 101
t. ear DIRECTION FLOVV @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are 1 1436,tar \ \ \ Lot Plan/ \ /
contiguous and have different land owners Or builtlea,each lot should have intlivitlual5ilt 'R@4173,P O] \ \ "F" \
ulch or Compolo al@ Mr adequate st
h Dar IxIaAL scow RAMS 7. a. Fences. \ \ 105 0 Wil
br Untrenchedsaka tied m,•ts nm) (ono gym)(so gym)(soon, thin"! 2' awe mud be replaced a dogged or OUTLET
3.Install required Silt Fence within to feet of property line to ensure there is no@Mid with \
CONSTRUCTION ® septic system It is the reMOnamirty Of the builder 10 ensure the installation Of sediment I \ \ \ \ ,.80 02 \ / ��
PTO Be t S°`k - control measures does not impact the septic system and repair area(sl. I \ \ ` \\ \ \ COO
Sheet Flow--re. Silt Sock/'L..MIn) (I83 in) (229 ire Ire• tFestt t`„o B a CURB INLET l \ \ \ \ Ot Plan CO a
(305 m) (des m) (ono m) . 4.At least one Construction Entrance/Exit is to be installed per lot. \ �Q 1� Iy�,I` 104
Wattle m \ \ Y$ \ t I oFo
Hyeaulb n'. P. tt to zz as s shah be�noe°eneat sockrwatfte may need to he eumulam 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ \ \ / V
p a• .- z m%n 4,- m%x Zia compete and Ina area above Me least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ \ i \
(s (tat (tea (at (Bra ork Arm 4 disturbance is ed teb'I'a no other alternative exists.If this separation cannot be achieved,these areas must be
h B vm/m) vm/m) I/m@ I/m/m) I/m/m) meaame as nFmiim.Ya MM.... \ \ �� \ 103
contained behind Silt Fence. �J \ ONSTRUCTION�
SILT SOCK I WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected)streets should be swept when \\\ \ /// \\\\\\\ \ 67 LIMITS
�_____ Dsediment from the construction activity is present. \ \ \ \ \ \ \
..\NC-Environmenlol.jpeq ].DetaiedoSilt Fence Silt Fence Outlets,Construction Entrances andenot measures are \ ` \ \ \ \ \\(Z ''.� 82 \
�- provided on additional sheets.Erosion and sediment control details are not drawn to scale. \ \`CvtC`1�1p,
DATE: •s'Me lector wire Fence\�-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ \\\ I \\\\ \ 66\\\ va�Q\\ \ 8 LI
aa.I..� 6Max.Etta SL9 nIu M.wi Wire Fence PI Bockfill trench ` \\\ \ Vl,\ \ i� CONSTRUCTION 50 S��Mre DATE: PAGE: CsTs
red V�...�tand horoughlyact \ \\ C \\ \ \ V \\ 83 ENTRANCE(� Steel Post \ d `� \i Q�
T /� updape \ 64 f� 9`" A / /
Wire ties rty.
g4fbaaNMe Ire@ •
M• oa 63 ��/� ��� w0 V LSPIa ? /
■ ,O\\G ���• M w \ CONST UCTION
1 Filter Fabric down 1 QJ T F'°mm 1 ' 1 \ \ \ \ ENTRAN E 57 \\ \
1. .nstruct the 2.Ensure that Meof smndard strength or
ce Wren.
ed 24 hmaebov Mier
r fabrics(Hgherrencas CROSS SECTION NEW �rte 1 \(\/\) \ 62 i• \ �1CONSTRUCTION /
3 Cmay impound onstruct the m es W water irome prete the ngN otsi"theubereerme - / ► r.1w._ I I I I 1 \ \ 1 I LIMITS \ I / /
4.support standaNaroafne wire mesh support ro firer fabric aMUncby:Mel esshfastert eneds with
feet
wire 1kom overlap to the next post t.then ache posts.Ettend the upslope Malaenenre 1.Inspect sediment fences et eastonceaweek and after eacM1t / ,•!�•- .r r _ w I I / / \\\ i
•• 6 / ' l l /
elde of Me p
5 Whena wirenmesh supeportk.Is used spacepostse nottom Otte trencn lea mexlmumof 8 feet apart.SuppoN should be driven required
cs tear tle p �' sM yy / / II � {{i1���III I / //securely into Me a minimum°Uri inches. or become ineffective,repiece it 0 Extra...PIM fandc with Mot post spacing does not require a wire mesh support Mnce.Securely 3.Remove sediment deposits as PessWYap / _I"`41 'r t�e �/ 1I \ 11 e ILTENCE II ' / /Fasten the ter fabrcd v posts wire or pink zip Iles should have a minimum of 50 pound tense no volume b"1e nett
rain
nrmnd�uce to presssure vIde m9 ate \ / / �/ / // vI ( p) I I / / / I
7.Excavate the tren.urystreng.. fence.Take bpe fmm the pemaPm y ncM1es vnee ands nines p o,g pmpo hem pas sane et avbM a e ancea a 4,Remove all fencing materials and unstable sediment deposib Construction: Maintenance: / / / ,%' WATfL: ,,a•,�j I I I / l
alter8.Place 12 inches of fabric the contributing 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect et least once a week and after each 1 inch or / \\ \ REINFORCE N I
soli pieced over thecanpett.TMrouOh cbmpasnonmNe backns drainage red has be properly material end properly grader greateranfall'make any required repay immediately. / / / SILT FENCE I I I
e gravel a specific g dimensions n e gravel pad- prevent /////��' OUTLET I I / /
o-anc a fth s a 2.Place al vet to the ere it grade and tl m s show on the plans,and 2.Maintain v d n a cone lion repairs
[mud or sediment / / / � , CO STRU TION
1D.no notmckfIll�„�fil�,�briemaxi,fngtrepa. am , ��/. �° I �' , I I
bite it from leaving the construction site.This may require periodic /{/ LIMI
3.Provide drainage to carry water to a sediment trap or other suitable outlet sing with 2 inch stone. / %fin I / I ' I I
.\NC-EnvirgimentOl.jpeg SILT FENCE 4.Use geotextilee faeorhig order ate Improveiablestabnnymthe foundation In locations Immediately3.baske remove all obj Yctionable materials spilled,washed or /// / // // \ \ / / 1 / I I I I I /
/ (1/ I
Jsubject to seepage or high water table. tracked onto public roadways.
CONSTRUCTION ENTRANCE/EXIT / // \ / / I I I I PAGE 1 of 2
DATE: PAGE: /// j-// // ( /l / // / 1 ( 1 / I TOTAL DISTURBED ACREAGE: 1.08 ACRES
MIN. _ SILT FENCE LOT EROSION CONTROL PLAN
IN
IIIIIIII.HMI,IIIIIIII I `. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION BROOKSTONE VILLAGE, PHASE ONE
-- . LOT - 101
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
THE wnsHEe sT 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
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 TWO
17.7 objectionable materials spilled,washed,or tracked onto public roadways. LOTS - 56, 61 (Sc 102
HARDWARE CLOTHFRONT 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.My sediment deposits that build up against the fence should be removed and disposed of properly to insure R- FOR
� V 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 Ve CAT E S BUILDING
Wnsoee STONE _ FENCE STEEL D 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
n5r� caouxe INTO
sou cI"aouxe 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 CC).
NOTES:
1.Hardware cloth and gravel shouldovedaythesilifenceatleastl2 McLAUCHLIN TOWNSHIP HOKE COUNTY
vs.-5, 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
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' AUGUST 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 V OF UPPER EDGE 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 greater rainfall event.Complete anyrequlred 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.. 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.
5.Replace stone as needed to facilitate de-watering. ( IN FEET I
..\NC-Envirq""en lm.)beg 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:0/22/2024 t1:27 AM LAST PLOTTED:S/22/2024 11:34 AM PLOTTED BY.Dennis Gilbert FILENAME:0.\OuftttENT JOBS\CAMNESS AND CATES DEVELOPMENT INC\23-201i-Ol revohsTONE VILLAGE-E0\PLANS\BR00KSTONEEC-LOT556.61.lo:uro2.01NG