NCC243062_Site Plan or Location Map_20241009

CONSTRUCTION SCHEDULE 7 ,�0� \
'OS I.Obmiv all necessarya Ian approvals.Erosion and Sediment Control &S and a Certificate of Covers \ \ L /permits e P PPmva [E C)permit Coverage \ \\Z
plasm moat be bruin any permitinbx,an acocwr.Acagy iof npec E&SC lxrmir,the COC ands M1aN copy of tM1c `(S plan must be kepr on site,preferably inapennits box,and accessible during inspection. �i" /2.Install gravel mnmuctioa emsnnctt(hart,then silt fences,reinforced silt truce
nears site wattles. SODDING �0�� \ \
1.Preish clearing and grubbing any necessary areas on the lots as they are started
4.Begin lot grading and excavation areivides
Nofr S.Begin or couih gradin and ouse con[iooction.11 , ` �y / / \J5 , 6.Pioish all rou%h grading and M1ouse wnsuunion.All areas rwr disturbed for]days needs w nave amporary err pnmanent �� LEAVESH.ESONO / \ 1groundcover installed.
AY'4 'TF� ]. 11 driveways,walks and patios. Man \\ \
gyp. 8.Begin free grading of lot areas / \ \
Oy. 4 t 9.Final grassing,mulching and smbilreing of lot Inmost cases.is will involve the installation of sod on the lot.The silt fence will M�� axoseworwatrnma vicccs. \ \ / // 1Il\
�, in place until the tote sodded or grassing Eswbiliud and takes hold /(\ \
10.The wniranor shell conduit self-inspections of the erasion and sedimentation control measures and complete the following / )/ / \\ \\\ I
•
_ c b ed I[ pet f toad the DFxar w websne so L / \\
hops://w '.degB /ho r/L s/ 'aeml and laud resold / warn PrograWnPees corswcrioa-program. MATCHED ea f
\ \V T I the f pl p f h II be kep d I bl f specuon at all times It is rcwmmerWed a \ � `y \ 11\
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,9m copy be kept permitsb :G.S. J 5.throughGS II3A5]Sx' 15A NCAC 04A0101 through I5A �� / \\\ 7 `' \\SITE ` NCA004B05040 1 TIMES for C A \ \ -i
1FJ1 ya II.S If'wpectionsfrem d-d a' I be performedarinstonce every seven calendar days and �y ./.__ \\
4ll 'd p� within 24 hours of every f b inch.Any dad pa shall be made rmmediafelY to maintain measures as A'd°� 1 _ 1 7 \ \ ��V' \\, r \
2 designed AU ESC measuresshall bemaintained specified the construction details an this plan A rein gauge shall...Red /' \ \]/
Pesos- 12.�aPe the
mo�e�site
rn�am Irm gi n n Plea.the Penn twee strait onnran D6MLRmemae out the Ease / - _ \ \\ ��s \\iiil44$.
mow ire.nia sOo IS
zo
ANCEOFGD I \ \\ \ I \ \\ \
I
N.T.S. PERIMETER DIKES, 7 DAYS NONE \
SWALES, DITCHES e, I I I 26 \\ �/ 116
&SLOPES lg. \
I L VA V 7 \
HIGH QUALITY 7 DAYS NONE rrr.,o I I \
WATER ZONES ear...ar.ow max. I I I '\ \ \ \
(HOW) oas�xa.a K"."arr.w,. \ I \
\
\ \ i� i \
SLOPES STEEPER 7 DAYS IF SLOPES ARE _wTM sous ao,aoa. J \ ) / \ \\
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
COMS ETED AS.1`N 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 U
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and100 Z;;o
NCAC 046.0131 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. \ ,,gyp/ \
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 ',� I
\
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
LENGTH / \ O9 93 \ \ 126
CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT I ( 1 11\ '4TQ \
WITH SLOPES FOR PERIMETERS / \ ti \
FLATTER THAN 4:1 AND HOW ZONES) / 1 \
0, 01
\ 1 \ \ 'Cl' 74 Øo \ T
DATE: \ / /L -I5 5Watt -IDATE: r� (FUTURE
Az re ee /-'0 _ - e II..._._ II�I.. against erosive velocities may be @rt..far /\ \ \ \ N \
12"Mna- �" - I IL.ii, 2. PaM
■I 2 2 t run' 2„ 2 ..A.. ..B.. ..C.. .D. .E.. ..F. "G. .H.. 09 \
Stokes mkee m.(al h m _ \ \ \ \ 73 \\ Z6 90 t/
SECTION SECTION111114
Lai a"be°tea"et(U'e�a o u \00/19
minimum \
land wale%i The ends of°Il9nie aallthpaw 4 ti \ \ \ \ r6
a, R B•=^°'' meal° g one the if:4 ll ei i .HOUSE •@ HOUS'ft :11 H •
108 \
I.a° _ a L.1.uAy _Ra° J y fi
mrh I DwAY AY -ROA.rrAY \ ,07 /
Inch x 2 inch cross section should he driven
Al
\ \ �� \ ,00 002
or Com a na 4 Mnvertically plumb,through @ Center Of the slit
ld rrI o
To p1/2 h g 9rou 6. possible when '`CURB INLET AY Notes: NAY a \ \ \ \
urvTRErvcnED INSTALLATION pavement)heavy 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland \ \ 7�
.m• a vswvavrvE�wm�rvw�sra E• ,v boundary and/or around protected trees,providing a radius of at least 1.25 feet for each BROO G\E\k, \ \ \ 106 \
sock/watile to hold it place a g runoff everts. LEGEND inch of trunk diameter. MASTERASTSQ@CIATI INC.
ISOMETRIC VIEWMAINTENANCE: 2.Install Silt Fence on the low elevation sides of each lot.Install SR Fence outlets shown on \ TRnCT ONElOF4 \ 87 \ \ 101
t' °m" N @ schematic/diagram aTPf0I;
CONSTRUCTION \ /ti d haveCOMPOST on guous an Fences. 1050
3.Install required Silt F110
/
CONSTRUCTION M\ \ \\ \ Lo[Plan
-_ Sllt Sock/�zmm(axj (1a1Fmj(usrmj 1`M� rr..eni 1`„o a CURB INLET 4.At least Construction Entrance/Exit to be installed [ \ \\ I \ ` ��
w50A m (a0 m1 (see m1 (ew e) - per a. \ \ �( ` ' 104 4-
W.A. Hyeavlle n'. T. rr. 1B zz as s damaged ordll besnoegenea sock/wattle may need to he eumuwm 5.Waste bins and other areas dedicated for managing building material waste shall be at \ \ \ ` \ \ / I��
g e• .- z m%n ,,- m%x m%a compere and the ame alcove me least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ \
(s (rat (red (zal (aTa 4 disturbance is no other alternative exists.It this separation cannot be achieved,these areas must be
mrn�h B vmiml arm/nil I/Wm) I/m/m) arm/rut .....'...."'.......V.... \ \ �, \ \ 103
contained behind sill Fence. l Lot Plan
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected;streets should be swept when \\\ ��J /^\\\\\ \ 67 Cr�,� E^sG°
�_____ sediment from the construction activity is present. \ \ \ r \ i i
..\NC-Environmenlol.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ \ \ \\ \ \\(Z % 82 \ /
provided on additional sheets.Erosion and sediment control details are not dawn to scale. \ \`CvtC1�T
DATE: - �- wire Fence �-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ \ 1\ \ 'tt \ �p,\ \ 84
r e•M manor \ \\ M \ . \ 66\ \ '±a�Q \\ CONSTRSUSC110D✓ iiiiiii::.0
/scarPod .Max.Extra arms hh elan with°utw Wire Fence PI �MreBodckfCill trench DATE: PAGE: \ \ \ //IMI"a ; 4 �... inorougnryne \` \\ 1 I �\ \ \ •Y \ 83
(� Steel Post C \ d \i . \
\ , 64 �� �gS`� / /
rwart e o :a �� lr A I �� 65 \ ��t . . •
fre ties •
gr rmnth
036 i .. '� I 63 � ` I I
b�`G / r.: AY sa,gNw \ \ \ \ CO.STRUCTION CON�TRUCTIdN / / \ /
cnatniacn n eb J ' 1 ^\\ \1 \ M-TS ENTR\WCE \
1 Feer.syn Q yfovep 1 r ) \ "f SILT CE � ' 57 \ /
1. Constr.the thaesa ,M RasBBEGTONm w 1 1 I 58 /
2.Ensure that alesediment
am"r"amroapepn a not rem I e (Higher...
3 Constructthe re fear tromeconenuouam cut to rite length - i1 �,1 I WA LE y \ 59 \may impound J
rely...thefiMrclotho yatasupp°e� '� I \
Support4. support fiMrNbnnb bottom of�wrrem�M1weare eewrcytp the n wire w-then fareic on the upslope maintenance:1.Inspect sediment fences at least once a_ /Make any required repairs immediately. I' e Mr . / � � I I, i ,, /J § 6 I P ( /
5 WM1mewire ek and after ea.1
Side of ale standard
supepadk ce.post.Wire or astic zip ties ls used,spaceposrse Ten. muld mexlmumum 50 pound tensile INeteet°partSupports rcrsgth. inch or greater sub be driven tear,decompose, Y' ;-.y. - ��� d'e )/ / )/ ! ( J a minim in of 24 inches. or become ineffectwe.rep ece it / "r"i ry=' a°'d.`s I ' / 7
securely intoo,Lhe
8.Extra siren hsten ent dep.its as to emtnew - ��'\� / / 1 SSS"'I TFEET COI�STRUCTIO I ( / /
strength.the
7.Excavare etT ground
cob directly
fence.Take ewavad undermining ncea e / / / \ O ET LIMITS I I /
upslope from the bamr.approximately itches vitae aMeinches p along proposedline of pares 4,Remove all fencing materials and unstable s.ment deposits Concoction: Maintenance: / / I ( / /
8.Place 12 inches of fabric side of the trench. and hring ree area to grade and stahilize it alter 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
Sou pieced wemthe fil aar'abide aM compact Thorough hcomDonnot the backAlHs material end properly grade it. greater rainfall;make any required repaid immediately. / / /�' ` m I / I 'coficei to trencha performance. drainage red has be properly stabilized. 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in ondition to prevent mud or sediment / / / / Il\ N I I I 1 ( /
10.Dona attach frherbncmex6ring trees. smooth It from leaving the construction site.This may require periodic / �// \ I ) I I I I ) I /I / (/
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. / / I / / I ' I I I
.\NC-Envirgimentel.jpeg SILT FENCE 4.Use geotexele fabrics m order to Improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or /// / // // \ - / / ' I I I I I / 1
Jsubject to seepage or high water table. tracked onto public roadways.
CONSTRUCTION ENTRANCE I EXIT // \ / / I I i PAGE 1 of 2
DATE PAGE: /// j-// // ( /l / // / I 1 ( 1 I TOTAL DISTURBED ACREAGE: 0.70 ACRES
MIN. -1 SILT FENCE LOT EROSION CONTROL PLAN
+ LOT 86
T IIIIIIIIvIIIIIIII. IIIIIII1' MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION IN
=- BROOKSTONE VILLAGE, PHASE ONE
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 wnsHED 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. A N D
- 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 LOTS 62 & 85
STEEL FENCE POST
FRONT rUti t objectionable materials spilled,washed,or tracked onto public roadways. IN
VVIRE FENCEIwa000rE CLOTHSilt 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 BROOKSTONE VILLAGE PHASE TWO
�W.,WIRE FENCE,
rlLm 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.
WAoceeunoue _ a ire--
2' CLOTH lNTRENCH
FOR
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
zsT� Iner ro 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. CAT E S BUILDING INC.
NOTES:
1.Hardware cloth and gravel shouldoveriaythesilifenceatleastl2 MCLAUCHLIN TOWNSHIP HOKE COUNTY
' _re o 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`uao 2.Stone outlets should be placed on low elevator 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' SEPTEMBER 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 810F 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. ion 0 50 100 200 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulator exceeds 6 inches.
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
SEmloN 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.
5.Replace stone as needed to facilitate de-watering. ( IN FEET I
..\NC-EnvirTmen tm.lpeg 1 inch = 100 ft.
SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:9/3/2024 11:43 AM LAST PLOTTED:9/3/2024 11:44 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\GATES BUILDING ING\23-1803-01 BROOKSTONE VILLAGE-EC\PLANS\BROOKSTONEEC-LOT562.85&s6.ens