NCC241569_Site Plan or Location Map_20240531

CONSTRUCTION SCHEDULE \ ��,/ \ \ •
9 wOy I.Obtain all necessarya Ira approvals.Erosion and Sediment Cmlrol NS and a Certificate or Covers \ ,/ /Perri"m P PPmva [E C)permit Be \ II\
�� plan m most be kept onnedbefereanylmd disturbing activities aninceocwr.Acopy Ofmcfion. permit,me COC ands hard Copy of the \ /
b plenmudbekeptonstm,prefemblyinapennitsbox,andeccessibledudxginspecNon. \1 �S /
2.Install gravel mnmumion...no.MN men sill fences,reinforced silt fence
outlets and and. SODDING ���� / / 1
Nofr sS.Be&3. gn o�tw ewa�landks and patios onazvitien,bing my necessary areas on me llNs asmry arc atvted porarY err Pemimenr �� o Buv s xs.. I\ / L,AN v- �/// \\ 1,,s 6.Finish all rough gmdM d house wnsxunion.All arms not disturbed for 7 days needs ro nave teenoL: >ES
pO groundcover lnsmlled. ,('�4 'TF� ].Indall drive 1 \
gyp. g.Begin finning,much lot andsIIME �j / \
Oy. 4 t 9.Final grassing,mulching and stabilizing of lot Inmost cases Wis will involve We installation of sod mthe lot.The silt fmce will M�� axes aim Tama.eicccs. \\ / J
�, in place until the lot re sodded or grassing w stabilized and lakes hold TOOt FOR MCKING DOWN ME
10.The contractor shall conduct self-inspection of the erosion ana sedimentation Control measures and Complete the following 7 / \\ \\\
combined self-inspection form found m the DEVER website , a - \\
•
a htlps://w '.de9 .B /bo t/m s/ 1 d d / water PmBmm/rptles cordwmon-progam. Eo
m Twelve die f pl p f tell be keptd available f inspection at all times It is remmmetded a \ ie `Tf.� / \\ I
SITE = copy bkp p b G6 J 8throughGS 113A 3J Sections ISA NCAC 0 A0101 through IBA -\
NCAC 04eosao I esf Con...A a VA CP A V ���
1kY1 yN by II.Self-inspections f and sedimentation I be performedarinstonce every seven calendar Sr and �� ^ / \ \ \ '�1�.1r \\ \
4l� 'd p within24h f very f M. M1 Any deal pa hall be made wmediately to maintain measures as / /l..- C'Vj-i
DTP designed All ESC mess shall bemaintained specified the construction details shrine pl..A shall6e ivs�sllW \ Jj
+P g-•
at the project site form
z P s 12.w°amnn and soda I>m monitoring,
n n complete,and wren u�a steno contact D6MLRmnmae out and Brcsc /-� - • / - \ \ i \\
Play.Agm DEMLR informs me Permitted ten prof 1 pub via inspection report,me petmttla shall visit '(((��_///"""""""" (_ I \\ \
'deg.ncgoy/NCO.le submit m electronic Notice of lemsgation(e N01)A$120 annual general pernet fee will be chaged Y 1W!!1/iLhl)1fANl1WA \ \ \ A
noel mad Nor has been rated om, rise! wk,nlxn�N( \ VA
10RNSON MILL ROAD aV'fY'IJH�'P•Ilnjl ,try+ -.� /•,.d41 1111 / 1 V VA
\ \ GROUND STABILIZATION wnHTHaaDIL .:° �.`Ws" mow..Tee sOrs IS
„ aMpwaB ; \1 \ l I I \ 7 �/ �-
/ SITE AREA STABILIZATIONmN APPEARANCE OF GOOD SOD wa
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS \ \ \ \ \\
N.T.S. PERIMETER DIKES, 7 DAYS NONE \ \ 1 I 1 \�\
SWAG S, DITCHES =, \ I 1 I I I 1 \ �@P A\
&SLOPES °�'�"a'ar. I I I I \ \
HIGH QUALITY 7 DAYS NONE nroF.,.a I 1 _� BROOKSTONE PARTNERS,LLc
WATER ZONES °'r°°'"`" OB14
SLOPES STEEPER TEEPER 7 DAYS IF SLOPES ARE r"."am.w, 1 I 1 ) I iI1 \ �� \ \\\ 1FUTURe oev LFo007THAN 3:1 10'OR LESS IN /I /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY r I I \ 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
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 // / I ." /
EROSION AND DAYS ARE 1.Only the areas shown shall be disturbed. / 1
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 2.All disturbed areas shall be grassed and \ J
ALLOWED 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. .3 f
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER �V / \ //��--
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / / I \ a 1 1 r
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ i / 93 \ /CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT ( ( 1 •
'STQ� iWITH SLOPES FOR PERIMETERS \ f V"FLATTER THAN 4:1 AND HOW ZONES) / \ 1. 1 *4' 111%
v^ y 0
7./ 5'
DATE: PAGE: 1 1 1 1\ \ /// , \\ 7
-I SiltB /Wattle -I S S / tt NoT _ DATE: PAGE: I \ '\
FLOW_ ` II....=.0 II�L -ra I. tar / \ \ \
ToNEpAR
12"Mn�I 2-.Z..i, t Mn'I ` II_.II; s. - - pent " I \ :1° OKPB 1438 PG B54TNER5.LLC
■ Stakes stakes s. 'n wclawantelsl dim to der paradm „A. "B" "C" "D" "E" "F" G' "H" ` \ \\ \ \ \ \\ 6 90 \ / ean3 PG Dw
\ 4,1173
\ (FUTURE DEVELDPMENT)
SECTION SECTION
��a°ee� a"etlu);19 o�'" 1r u uI \ \ 72 \
land m.))aroua be u8meas sin N sroe to ¶ I I �� \ \ \ \ \ 00
O
l.\ '
a,MN'' R B,Mgd from g unet en e b bF,,,,,, i___. Li ✓.CI 4 .ROUSE iI i �C= RODS1:2 H \ \ A A 9� ��
Oft socidwatliels). \ III
Tren<h in mestm eaee'n a;inch DWAY AY ''ROAN \ \ j HI
inch x 2 inch cross aection should he cl.en
vertically plumb,through.center of the alit
Al ` \ 100
or Com a lid a MinW , Oak or other durable hardwood makes..a 2
ld e.when oFDDRB
o of N2n g grou 5 bl '`CURB INLET AY Notes: NAY a " \
urvTRErvcnI:D INSTALLATION dal e during e Enid)heavy
°a e� LEGEND 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland \ \ 70
.r• •+vsm+"v vE�wr�pvrt�s+a E• ,1e inch of boundary and/ordie ter. protected trees,providing aradius of at least 1.25 feet for each \1 ROOK GE \ 11.0 \
0 event. 'itch of trunk diameter. MASTER\ASSTS�%-r INC.
ISOMETRIC VIEW 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on I \\ 1 \ TRACT ONE OF \ 10 , \ 101
I' °m" N @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are \ 4:2 S82 /
contiguous and have different land owners or builders.each lot should have individual Silt a']3•Pam] \ \ \ ^
CoMulch or post w SOCK minu now RATES as -'- Fences. ///\ \ \ \ ^
for Unlrrenee deal m .•t.•°nZOO!'s(wo�m)(spsm)(aodrml 3mno) 2' ante mud berentecead dogged or OUTLET
ETRPIJ gin 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with ( \ \ 8D ��
CONSTRUCTION ME septic system.It is the responamirty Of the builder to ensure Me'mstellation of sediment I \ 102 l
control measures does not impact the setics I dre I \ CONST'..TION
Sheet now-� Silt Sock/Leo@ MN%) list wo ml(USrmj „nor Io.mi L`„o B e CURB ra p system repair \ \ \ ` \ \ ENTRANC 111
,
Wattle m (303 m) (3es m) (wo m) - 4.At leas[one Construction Entrance/Exit is to be installed per lot. \ 2�v\ 8 \ . \ \ 1
work A Hywe„IIc no. 6 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ ONST TION \ I R
S "• P%x Stm%n Lm%x •m%x raja ` a° �de"tMsveea least 50feet away from stone drain inlets or drainage ditches unless it can be shown that �� \ y. �Z
(sa (tat (lea (sal (sTa disturbance is teb'I'a no other alternative exists.Pen.If this separation cannot be achieved,these areas must be \ LIMIT /.-..F.:• b� .0
Vin/m) I/m/m) Vt.. I/m/m) I/m/m) meanaure ere npmmane ys ire. Contained behind Silt Fence. \ +'� /
B.Inlets downstream of disturbances should be protected;streets should be swan when SIL FP.1 ,mot
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION pre p w \\� \��� \\ \\ 67( P.I \
"
�_____ Dsediment from the e,Silt Fenn activity is present. \ k p\\6 ,rTLE -\ 110
..\NC-Environmenlol.jpeq ].DetaiedoSilt Fence,Sill Fence Outlets,donstruction Entrances an dot her measures are \ \ EINFORED C.4.� G
�- providetl on additional sheets.Erosion antl sediment centrol details are not drawn to scale. \\ `\ \ ILT FEN• �U,ge \\ \ 82 \
DATE: �e•Me renur wire Fence',...er Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ ` \\\\\ N`UTLEf 66 \ \\ .a'W \ \ 84
stmrgm rebel PI \I \ TT1100 V�v I
saes Pod aMax. red a new i -Wire Fence IMre Bockfill trench DATE: PAGE: \ CO TRUC N ,/. \ / i \
and
\... .....-
thoroughly Upaape \ \\ I \\\ \ L MITS \ l \ J \ /
(a mte0 steal Poet / \ \ 64\ �� �� \ 83 '.
PHs`tes i \ � \ V A �� -� 65 iii/ 3..
1 Aw•
•
f t,a mom / Ativiitt v v 56%
1 Filter Fabric a 1 e T Fm�hvap 1 1 1 \ \ 57 \ \
1
sediment1. .netruct the ma.above the CROSS SECTION w # ( I \ - 1 \ 62 • I
2.Ensure that Me may impound height
a aro`:a tree g I J \ \\ � I
3 Con°trucl the filter fabric from a continuous roll cut toMe length - I .
securely wstenme dlterdom only at a support pal with 4 feet minimum I
4.necessary,
standard strength litter fah.by vdre mesh fastened securely to me upwelb _ ape Malmenenre. / "•w e Mn / ) I I I I I \ 6D / I '
mewmmeen.pprt e.Wire rpdamaf eennahF.,ee gis uld have aminmrm50pom awe = = F J / , J
5 When°wire meshomayor...Is used spa plastic zip tles cepostst maximum of 8 feet aped.Suppound tensile rts
should be driven th. inch or greater rainfall.Make any required
cd tear,decompose, Y' yy / / \ I I
unde
rmining collapse, mmew m / . ,y \ / / I
8.Extragflrfe;a�dy mareMot Wrearplatia,mbeaaendldha aminimdmaf�pon�tendremesh support fence.Securely mefoiment;mdep.it°e e;mepry to °=reon Uete --- / // / I I Isiren I
7.Excavate
me bar.approximately inches wide and einmed p along proposedline or posts and fen..Take et avail a e "cea a A Remove all fencing mete..and unstable s.ment deposiM Construction: Maintenance: / / I
aftert spacing Mos not
8.Pla.1.2 inches of fabric side of the trench. and bring Me area to grade and stabilize it the contributing 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
soil pieced overmNefil emrrebnc and compact.Thorough compaction W m°backAlNa drainage area has be properly arena. material end properly grade it. greater rainfall;make any required repairs immediately. / / / • I / I
cream to me c a eerformance, 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 / // / 1\ I I I
10.Do not reach atierkbncme:6ling trees. smooth it. from leaving the construction site.This may require periodic /// \ I ) ) I I I /
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. /
.\NC-EnvirqI� ental.jpeg 4.Usegeotextlle fabrics in order to improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or / // / // \ \**"...
j / I I I I I I ' I
J m SILT FENCE subject to seepage or high water table. tracked onto public roadways. ////// �/ / / / / I I I /
CONSTRUCTION ENTRANCE/EXIT / I I 2 (
DATE: PAGE: •/\/ /-// \ '/ / / / I I ( I I I PAGE 1 of 2
MIN. _ �BILTFENaE
+ TOTAL DISTURBED ACREAGE: 0.20 ACRES
1 L'.IIIIIIIIIIIIIIII.IIIIIIII I MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN
I • --^•_• : LOT 67
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 an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates,measures will be
D g p any y y BROOKSTONE VILLAGE
THE wnsHED ST j �' 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.
s - I - 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 PHASE ONE
objectionable materials spilled,washed,or tracked onto public roadways.
................._ - FOR
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.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure
wIRE FENCE .._...._...._...
� 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
wn2HED sat _ ND 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 AND DEVELOPMENT CO.
zST� caourvD INTO APART
clRouxo 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.
NOTES: McLAUCHLIN TOWNSHIP HOKE COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
�s^re Grassingand Mulching-The area to receive grassing and mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassing has beenplaced,the area should be maintained as needed to insure that all areas are germinating An bare areas should be
-e°ado inches. 9 9 P P 9 9 9 9 ySCALE:1"=100' MAY 2024
oa 2.Stone outlets fieldshouldcnd 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. GRAPHIC (SCALE'
and based on field conditions.
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
BUBO/VIRE FENCE AND B RV el OF UPPER soos OF 1.Per NCG-01,inspect Outlet at lest once a week and after each 1 Inch Dr sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
I II
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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
SECTIOs unto 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. ( IN FEET )
q°" 1N)pity 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
J � SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:4/11/2024 5:03 PM LAST PLOTTED:4/30/2024 7:22 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CAMNESS AND CATES DEVELOPMENT!NO\23-201]-01 BROOKSTONE VILLAGE-EC\PLANS\BROOKSTONEEC-L0T6].Dso