NCC233750_Site Plan or Location Map_20240103

CONSTRUCTION SCHEDULE �Cc,/a'6yI.Obtain all necessarya Ian approvals.Erosion rare seaimem Control &S and a Certificate of corns '0 ,/ /permits m P PPmva [E C)permit Coverage 1 � 1\
�ytt (CAC)most be obtained before any land disturbing activities ocwr.Acapy of the E&SCpermih the COC ands hard copy of the
plan must be kept on site,preferably in a permits box,and accessible during inspection. \1 �S
2.Install gravel mnstmetion entrances rust,then sill fences,reinforced silt fence
outlets s wattles. SODDING L. �0�� /
3.Begin orcoclearing d gruwith
house
a onaroutionacy necessary vitas on the reds as they are atvteQ o oovTLEAVE...A�xtEo I -/ o Ly(`lr`J��\) �j/ \
4.Begin lot grading and excavation activities V' 1
io, S.Begin or condmrewitM1M1wse construction aeavitiea. /
J5 6.Finish all rough grading and house construction.
p X 7.Install driveways,walks and patios. �_�
�,¢°"9 "rp° B.Begin fine grading of lot areas ,��CC`` \
gyp. 9.Final grassmg,mWening and smbilizmg of lot Nmos eases this will involve Me installation of sod on du lot The silt fence will ,jI / \\\ I
Oy. 4 t remain w Place wtil We lot is sodded of grassing is stabilized and rakes hold.
M TOOL FOR TOEING DOWN TM
a..rat...maws. \ - f
'�, 10.The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete the following / \ \ /
Q combined self-inspection form found on the DENIER website \ \
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Fq M1npa://w .d abuuVd rgy-mineral and land r<vom mrmwaler progrmm�pdes construction pmgam. e L.
/ \\ \
�y Twelve ohs of cord P f shall he kept on site and available r inspection g times..is recommendeda Ep L \
_ copy bekp'aperm b RI G.S.113A541 throughGS 113AS7 Sections ISA NCAC 04A.0101 though ISA • q
SITE NCAC 04E0504 Gen CG 010000 NPDES for Ca � / \\\ Y
11.Selfinapections fora esedimentation control measures performed every en calendar days and w \\ Y�`� \\ ���
'm wlwn2a honor orrery r n greater than nest Any needed construction
be made' non 1 maintainmeneme as \\
P designed.All EBC meal Mall b d p fed in M1 details on this plan A sin gauge shall be installed Ai f -----7
1 7
\ \ � �-�/i!� \\
"P'' 1 at Me project rote from mg. /' / \ �VV' .\-
Inspection andf acceptance I Whentheproject swmpl h perm shall contact DENIER to close out the ENSC -Y
P`"`a s 2.Plan After DENIER'f m fit close out,wam°Iaernon report,the Pamrtree shall wan ;: '' / _ \ \ \\ S \\
'degneg°vM0001' submit an electronic Notice of termination le NOT)A$100 annual general permit fee will...Ned L I \\ \\
.fit there NOT h.been filled out IIIII: \
II III BN{{l�l�4��HlH✓✓,Yh�M1MXINlNI \I \\ \
JOHNSON MR.L.ROAD iw lla u� ,,;'Ib -. ,9,,,:u !ii R / /^� I 1 \A\
GROUND STABILIZATION wlretxaaplL .:° �.`Ws" Now Liman TIE sOn IS
Mowae ; � \ l I I \ \ \ ay �-
SITE AREA STABILIZATION Mr�N APPEARANCE OF GOOD SOD wE
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 \ \\
&SLOPES °�'�"°'am. I I I I \ L
HIGH QUALITY 7 DAYS NONE non I 1 _� MOONSTONE PARTNERS,LLC
WATER ZONES av°..°'r°°'"`" DB 14
SLOPES STEEPER TEEPER 7 DAYS IF SLOPES ARE rr"..semen 1 I 1 ) I iI1 \ �� \ \\\ 1FUTURe oev LE007ENT)
THAN 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 // / / /. /
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 V 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 *4. 1111%
vL y 74/� rya
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DATE: -PAGE: \ 1 1 1 1\ \ /// \
-I SetS /Wattle -I B S /WattleNOT _ DATE: PAGE: \ '\
FLW-Z_ e T jI..._." I1�L - far / 73 \ \
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2-.Z..i, t Mn'I ` II_.II; s. - - pent I \ OKPB143 TONE PARTNERS,LLC
■■ Stakes stakes s. 'n.00wwame(sl°lien 1a sa�ardam \ \\ \ \ \ \\ 6 90 \ / e0n6 PG 0w
of 10 feet \ \ FUTURE DE ELOPMEN
SECTION SECTION
bane a"et(u1e�e o u u . - !^ ro I I ';71 e \ \ 72 \
land melded)aroua be u8meas so N sroeta ¶ I I �� \ \ \ \ \ 0097,
R „� g nedt en a 1f t 1.MI u .HOUSE I I �a I HODS'X' A MI I 11 H II \ V Av s� -v
u \
I.a, 1r =Ro _ �i p L_RuAy Hera J y ` \
Trench mesteo pessa'ne;mnn IIr 'AYE 0 OF CURB AY Ay R DWAy AY 'nDAr"Av N \ 'Y 68 \\ ly \ 100
Wood Mulch or Com ground n4 Min. 5 '`CURB INLET Notes: \ \ \ / C�
umRErvcnTo I:D1/sTALunory g n en�t)�eevy°� 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland b.\ \)\ \ \ \ 7� \
IN ENRENCH VXOeE�HED INSTALLATION.m�rvrt�..v .rmw,r boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \1 1\k
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Fla, p eel an oaeverro. LEGEND inch of trunk diameter.
ISOMETRIC VIEWMAINTENANCE: 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \1 N--N \ \ \ 101 r
°ran N (- schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are I 1 \ \
contiguous and have different land owners or builders.each rot should have individual Silt \ J \ ^
Mulch or Compost needed lo allow ror adequate w SOCK minu now RAtcs as -'- Fences. \ ^
tar Unlrenenea en•ts c(ooT s(wo gym)(lit,(sop gym) 3(7w 2' °we rase be reptaceandaggetl or ® 3.Inslall required 5111 Fence within to feet of property line to ensure there is no conflict with I///� 1\ ROOKS,TONEV 1AGE \ ��
Sheet Flow-� cue nm)n nor) s. tom. coNsokucTioN ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment I \ \ MASTER AS90CIA N,INC\ ` \ aD 102 M
osff$ uoirourn[Seek - control measures does not impact the septic system and repair area(s). ` \ t1N \\ q
SIR Sock/keno)(az) (1a3rmj(UP 00 1`M� tFe•stt 1`„o a CURB 4.At least Construction Entrance/Exit to be installed [ I \ \ DB1436, 86'2i\ f. \ \ q�
Wattle Om m) (me m) (boo m) - per o. pr�;� \ap.$
wota A Ry°'°eII`n'. s0. Roman if damaged Shan bee.sea a sockWatile may need to he aumulam 5.Waste bins and other areas dedicated for managing building material waste shall be at \ P-\ \ ` \. 1 \ I Ij Z
s °• 7%x erm%x 15%x m%x m%x is mmpele a rose area above die least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ \ \ \ \ \ \ 8
(s° (r41 (Ise Taal (a7a anurba°n encee rm mb'I'a no other alternative exists.If this separation cannot be achieved,these areas must be \
I/m/m) I/m/m) I/m/m) I/m/m) I/m/m) measure as npamane ye...di contained behind Silt Fence. CONSTRUCTION
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected)streets should be swept when \\� ��� / '\\ \ \ 67 NTRANce
�_____ sediment from the construction activity is present. \ \ \\\ \ •-•• \ \
-\NC-En vironmen lot.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are CONST UCTIO
provided on additional sheets.Erosion and sediment control details are not drawn to scale. \ LI TS 82
�- TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ `\ \ \ \ ' \
DATE: �e•Me .no r wire Fence\�-Filter Gastric PAGE: \ \ SGIL( ENC \ 84
"•°l Pan s Max Extra
abWuoM Wire Fence PI Wire nvcprld Compact DATE: PAGE: ` \\ \\\ -INFOROED \,y WA LLE 5t \ \\ -----
thoroughly �
(� wrem � steel Past ....� \ \\ I I \\ STAY FENCEEEli
\ p�v� \. 8g\'
\ o TLE
Pwretes `q', i Dpaap. \ � 65 1 Aim
( t , .i
36 Le Ix
X =.ren»nnard
■ Joy°�� / .�.� �Mw I 1 \ \ )\\\ 56
Construction: Filter Fabric 1 e r T F` m 1 1 \ \ \ \ \
Canatrnct the see Meng. Abe CROSS SECTION VIEW / # "" ( I I I \ 62 ► 57 \
z Encore that me height barrier
does ceed 20Incn a fig -► I \ 4 \...,
'
ea ofwarersufficient uretINme structure) S.
3 Construct the filter fenr hpmecontinuoamu cut fro the engN nit her to -I r � 1 I I / \ \ \ \ \
enured/fasten me Werclom only at a support post with 4 fed/mini.. /
4.necessary,
standarde.nro II.rfah.by wire mean fastens eewrey to the upwelb ape Malnlenenre. / -w e Mn _ l I i I I I \ D / I '
mewremeananppen eb4ama,e enahF.senm wire reinforcement, aim =It419roVroVroVroVroft&Via F J J r 1 1 J
5 When ewire mesh elde of.e fen.cesupepaaknce is used,spet.Wire or plastic zip tles cepwlst maximum uld have a °INBieet span.Supports m 50 pound tensile snout be ascend a2. �th. inch or Neater rainfall.Make any mmapuired a teBar,decompose, /airs inInlediately. Y' p�� / / / \ I I
secu.y into Me 11 may-
y oz
a minimum of 24
8.Extra
niter poem were or should have minimum of gonna ranee for a _ .. �w=r'`- "` / l/ �/ l ` I I I I I I /
oven undermining q tan<ee g / I I
7.wape room mherder.approximately "°nee wide and henna p along proposed line or posts and construction: Maintenance:
8.Place 12 inch.of Mr. side of the trench. and brim.area to grade end stabilize it rice camm�ut a 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
sou pieced overroNefiand
emriabnc and compact.ThorouOh compaction W 01e backAlNa drainage red has he properly stabilized. material end properly grade it. greater rainfall;make any required repairs immediately. / / // • I 1 I°item to Wenchwith
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 mod or sediment / //// / / 1\ N I I I
10.Do not attach aaerkbncme:6ting trees. smooth it from leaving the construction site.This may require periodic / \ I ) ) I I ) /
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. /
.\NC-EnvirqI� enter.jpeg 4.Usegeotextlle fabrics In order to improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or / // // \ \'`),
f / I I I I I I ' I
J m SILT FENCE subject to seepage or high water table. tracked onto public roadways. ////// // / / / / / I I
CONSTRUCTION ENTRANCE/EXIT I I 2
DATE: PAGE: •/// /-// \ 'l /l / ll I I I I I I PAGE 1 of 2
MIN. _ �6ILTFENCE
+ • TOTAL DISTURBED ACREAGE: 0.22 ACRES
T ' 11111111.iii i iii iii11 - MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN
T_ LOT- 66
General-All measures will be inspected and corrections made after runoff producingrainfalls,or at least onceper week minimum.The builder will insure that the construction activities on anyparticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be
BROOKSTONE VILLAGE
THE wnsNED ST j �v 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.
- 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
s PHASE TWO
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 .._...._...._...
N ,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
Wilt sroNE _ 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� caouxD Ixro APART
clRouND 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 shouts overlay the silt fence at least 12
�p^re Grassing and Mulching-The area to receive grassing and mulching should beproperlyfertilized and limed as necessa as an initial Ste in soil preparation. Once the grassing has been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
eo47ao a°g Scher g g g g g ry p p p g g p g 9 y SCALE:1'L=100' OCTOBER 2023
oa 2.Stone outlets fieldshould d 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 feed 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
BURY..FENCE AND B I.8.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.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. III
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 cleanDut 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. ( IN FEET )
q"" 1N lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 ft.
et SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:10/25/2023 7:21 AM LAST PLOTTED:10/25/2023 0:25 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CAMNESS AND CATES DEVELOPMENT INC\23-2017-01 MOONSTONE VILLAGE-EC\PLANS\BROOKSTONE EC-LOT 66.0so