NCC240769_Site Plan or Location Map_20240315

LbCONSTRUCTION SCHEDULE SODDING
5, I.Obtain all necessary permits and Plana I Erosion activities occur.
Control(Effi6C)permit end a Certificate o[Coverage / --.......••••..w............................s.....s.L....,.....
/
(CDC) b obtained beforeIdd'turb'g c A copy of the EffiSC perms the COC and a hard copy of Me
2� z PI b kept preferably" perm b d access..during inspection.
2.Install 1 first,then1 f reinforced silt fence �� /
q. outlets dwages.
R 2T 3.Finish clearing a grubbingpry the1 they are sinned / / / /
ncxxv Aaurvsr sAcxoTxsB
r Do rvor LFAv[sxAcas Arvpw
`p 4.Begin 1 grading d - -- Mai xmONSTRO AeapHANDY
5. TOOL roe ma(xG DOWN THE / /
� 'Let,
fir Fmgirsh all rough grading and house construction.All areas not disturbed far]days needs,o have temporary or permauem axos MO TRIMMING PIECES /
es
0 growdcpvcr installed. B \
¢ ].Install driveways,walks and patios. I
µ2 B.Begin fine grading oflo[ereas � le swear...UST.
JACKS 6 0 O 9.Final gricsmg,mulching and ambilizing of lot.In most cases this will involve the installation of sod on the lot.The silt fence will MATCHED CORRECTLY. \ / / /
RSPRINGS RO remain m place until the lot is sodded or...us is stabilized and takes hold. risriacr
1122 10.The Contractor shall Conduct self-impeceions of the erosion and sedimentation Control measures and complete the following
combinedself-inspectionf found the DEMLR webs tie /
hteps:IM•xnv.d q. g /abD Vd -mmenl a rd aid taro water prograMupdescousmceion program. I \ / /
FOS4rR11 ROAD Txrel M1s ofco PI spec fa pll b k un d '1 bl f 11 me I dada
22 copy be ke%'aperm box.Ref GS.I I3A541 throughGS II3A5IS 15A NCAC 04A0101 through 15A / / \
FO%FIRE ROAD
I.B Self-i .0504 nspec erosion tions
GeneralP a NdCG010000 NPDES for mConstruction... p 1 every calendar days and lr..r ,"I 1 i / / /
SR 1122 within20h f f M1w 1inch.A dad pith made immediately measures as '
/ Z� designed.All ESC shall be 'stained as specified in theconstruction details on this Plan A rain gauge shall be installed If
S at the project s efo monitoring. ll,pl1 ) N--/
OO9 A4� 12.Iuspemrou and final acceptance lenms.When,he project is complete,the perminees spit contact DEMLR to close out the E&SCnobbSOO . MOW..............wxsxrHE soo IS r
q' H4Pq, Plan.After DEMLR informs the Permitted ofNeprojae close out,via inspection report,the permina shall visit titer / /
2;M1� �Y- HARTS IL 'deq.negov/NCG01"to submit un elatronic Notice ofterminatiw(e-NOT).A$120 annual general permit fee will be charged wlrH ins S...IMMEDIATELY-Fa wEoxEaaory soo sLL HIGH xa. E"o"`a /
pCi-'' until the¢-NOT has been filled out. 1 1 /
APPEARANCE OF GOOD SOD I /fix
CONTACT
i'' II
SITE9,1 WIIW�� a I�Haem. ea /ROSE VICINITY MAP GROUND STABILIZATION i. I / /
II N.T.S. SITE AREA STABILIZATION = -Miei uP.Ora TMaa Otero / / \
EXCEPTIONS \
DESCRIPTION TIME FRAME `" y' /
A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY PERIMETER DIKES, ]DAYS NONE .- ice_= sips.. °FgEPOpTi /
NCGS 113A-54.11S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR SWALES,DITCHES i
I COMPLETED AS AN EXCEL SPREADSHEET. &SLOPES I
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED HIGH QUALITY T DAYS NONE
EROSION AND WATER ZONES
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A (HOW)
NCAC 04EL 0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES STEEPER 7 DAYS IF SLOPES ARE FOR HQW - 60 Day
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE THAN 3:1 10'OR LESS IN \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, LENGTH
ST EPER ARE ZZ 132
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 2:1,14 Pursuant a G.S.1134,31,provisions for permanent ground caves
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION DAYS ARE wmclent to restrain erosion must be ammpu ea r all
CONTROL PLAN.- ALLOWED alarmed areas wizen,a working days or BO calendaroaays
SLOPES 11 OR ]DAYS ]DAYS FOR Iwslcherer is enoaaH following completion of wnawcgprt A \
FLATTER SLOPES GREATER O W
THAN 50'IN N q0
THIS PROJECT IS IN A PUBLIC SUPPLY LENGTH
WATERSHED(WS-II)AND ALL REQUIREMENTS ALL OTHER AREAS ]DAYS NONE(EXCEPT General Erosion Control Notes \
REGARDING SENSITIVE AREA ITTE SLOPES FOR PERIMETERS 2.TeMporahy ysshoround wn shall
be diis sturbed.
within Gaye on an - /
WATERSHEDS SHOULD BE FOLLOWED FLATTER THAN Alr AND HOW ZONES) 121
THIS PROJECT IS IN A HIGH-QUALITY
areas / \ \i6
WATER ZONE AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA 1
WATERSHEDS SHOULD BE FOLLOWED / \\
DATE: PAGE: CONSUCTION
DATE. PAGE: LIMIYiiYYYS
S S /Wattle Sill S k/Wattle
Z_ -1- 11 gequH°kmr'st n Row ba �I om •A• •B•• •C" •D•, "E• •F•, ••G•• ••H,• ^T
A_
Stokes ,�Ec IN C x 2 to
des Sil such t uniformly�d°� aSw l u u /I
ilk II'... use in silt socks or wattles,
gMde
�I j 4gP 130
Lot Plan
SECTION oaM I HOUSE%Imnri:: 0.t
lope i.�� J 102 Ca - -vertically plumb,through the center al the silt
m=TTrotection fencing shouof 8 feet I placed in ea men LEGEND inch of trunk diameter. I ��� I 7-----.Ni / '�UNTRENCTo a1/2 M1eiuht of lON o9 �a,..=..,r.n"..."o,..n.a.,.are..emare...ww.a,aw,:. 5. ehind tun 2.Instasche ati Fencem the low elevation sitlesofeaeh lat.for Install Silt Fence outlets shown re HED Iry n0L T Me silt FLOWDIRECTION - - sch Iguous iagmm and field adjusted,if necessary,for placement a[low points.If lots are \ \ \eakk concretm tkhold it in place de shall be used uring wea e.. r ontiguous and have different land owners or builders,each lot should have Individual Silt \vI )
ISOMETRIC VIEW Fences.
1.MAINTENANCE,Inspect sn socuwanle at least weekly and alter ® 3.Install required Silt Fence within 10 feet of properly line to ensure there is no conflict with 1 I / /-----.
�� \
each 1 inch or greater rai.all.Remo. CONSTRUCTION septic system.It is the responsibility of the builder to ensure the Installation of sediment
MulCh Or COMP. COMPOST Sex wmu now PATES °° CURB INLET ENfRPN control meas does not impact the septic system and repair ousels). \ I / \ N.\ ` \
bid, eded to allow for adequate 4.At least one JrConstmdion Entrance/Exit is to be installed per lot \
b Umreanee So ned pesgi plm,era �m)h (000 rim)(eso.iMn)(soo.m) 3(T' 2' ante moat ea replaces if Ogg r 5.Waste bins and other areas dedicated for managing building material waste shall be M b
Shen Flax least 50 feet away from storm drain Inlets or drainage ditches unless It can be shown that 1 100 I \ N, \
Work �sn tsoek/�n;G'"( oe3`m) iva`m) (i�«m) ('.e:°) Is��50L) s "'ne larger diameter or a trepare"n,n^aa no other exists.Ifmiaaeparanon cannot be achieved,roses areas moat be / 128�
Wattle Him n a ex ' n, rs. zz }0 s maaaxre as an n contained behind sir Feriae. 1/ 1 - / \ \ \ \
u a e , s m%n m%x 20 %x &Inlets downstream of disturbances should be protected;streets should be swept when / I I \
g (ga (rot (tag (?er (}y4 n blind ° sediment from the construction activity is present `\ / / / \
Reinstall ordislodged.
Suurb.w is
p inspected e until
tlisemanre is compete one the area aboveu
Minim) Minim/ ids/m) due/m) I/m/m) b°°n p°n° °imy°e'- .\N C-En vironm en tat.jpeg T.Details for Silt Silt Fence Outlets,Construction Entrances and other measures are
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION D;,rEI, _Llzx provided on additional sheets.Erosion and YOUTWITHCURB are no drawn mscale. \ // / � �\ \ \\ _
L ri rn TYPICAL LOT LAYOUT WITH CURB AND GUTTER /
DATE I Wve Fanc Filter Fabric PAGE:81 Max.Standard DATE; PAGE: J
/ / //� O/ / / / \
se°1 �f eMez.Emm tpu�"mbncwluomwre en Mre Fence wire Bnckfill trench / I / ( I \-'� // \ \ \ \ //
d Compact `c with wire fence • lr/ \ I /
strm re \v,
Steel Post thoroughly _
Plastic en ,aZ 4_;. 1 upalape rdd .i' / �-t I \ �/
tea Ia forward
��XCJ�Q �.. I A
1 tp trench z4 / •
e�ia Ca t . ..
Q araF�rw 'ae AD I C'S / / \
flf Filter Fabric / /
urn wihertances 1 e 125 I / x \
2.En.remay o m : ntt eta extra Strang.wu re;�.filter fa...n RD333EcrGNwEw ) ( ---
a Mn : - C J I 16 fl reasteeromaemclotholycu teusengmmth0 I.mini arowpnts.when lontsare \ /
urerfaaenue ficonenumyece support Pose of Me
oved euenex are f I /
Support4.
r fabric
wire mesh fastened securely to the upslope side of.e posts.Extend as,s,aasaaaas
Na Wiree the o�plastic by
the trench.Fa.en.e wire rein.cernent,then.hdc on the up elope f t oesired repairsmmeaeuer. / _ Web 1 11 ., py�ry� / / I I I I I / N \ /
5.aweo�reinw me�o�r'Ieemimm Is
4- h roam praraae span sappa Shedd be any.n iPvnmy pia sear,ee°ampaaa, \ / I I /
s nmum so porno tensile or become i.flective,replace deposits as necessary to provide adequate Construction: Maintenance. I \ �5.mstenthe strength er fabric fabric reedy.posmAfirest r plasg°°s not ao ids should have a minimuire a wire m.h um a60 pound eeri 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 l inch or I
(
etre... fence,Take material and properly grade it. greater rainfall;make any required repairs immediately. (/
rt fence.Securely 3.Remove
7.Excavate the trench approximately 4 inches vide end 8 Inches deep along the proposed line of the posts and remavoM undermining sites during 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in condition to prevent mud or sediment \ e/\ 1/\ I)I1 I \ \ /
9.wmetope from the sahaw&along the bottom and side of the trench. 4.Remove an ncintgwmearml and udnatahie sediment deposits smooth it. from leaving the construction site.This may periodic \ \ ( I �� ` J / /
area require S ShalnrocDrive I
9. properly stablzegrade and StablliZe ldenertlle con thorn 3.Provide drainage to carry water to a sediment trap or other suitable outlet, topdressing with 2 inch stone.
BM Itosnfence pertotmsk.the trench vrith soil snceaover ue0lmrmbnn and pa Thoroughmue lmckgll is drainage area has been 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or I I I I I• iii `- /
to.Do not attach Martebnc to existing trees. subject to seepage or high water table, tracked onto public roadways. �/
( ) ) )
..\Ne-Envo-.rnnerNuLjpeg SILT FENCE CONSTRUCTION ENTRANCE/EXIT 3 /95 / / I I 1 1 PAGE 1 of 2 '
94 / / /96 I I TOTAL DISTURBED ACREAGE: 0.75 ACRES
DATE: PAGE: LOT EROSION CONTROL PLAN
4'MIN. SILT FENCE
LOT 130
IIIIIIII.MIMIvIIIIIIII `. • - MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION FOXFIRE GOLF
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 WASHED ST j v & COUNTRY CLUB
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. r 7�
HASE ONE
- I 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
STEEL PENCE POST Vt. objectionable materials spilled,washed,or tracked onto public roadways. FOR
VVIRE FENCE
HARDWARE 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 SUPERIOR HOMES OF
� WiRE FENCE,
BaTE 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.
STEEL
WAS sroNE _ ND CLOTH IN WARE 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 THE SANDHILLS, LLC
w3r� caouxD INTOsoLmi clNaouse 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: MINERAL SPRINGS TOWNSHIP MOORS COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
^re Grassing and Mulching-The area to receive grassing and mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
Oho, inches. e 9 e p p p y SCALE:1"=100' FEBRUARY2024
oa 2.Stoneouuetsshould 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. 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
BURY WIRE FENCE AND B RT.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.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter 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 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
SECTIONVIE. 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"" Ira lbeg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
-r-r-r=r rnrrr 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:2/13/2024 B:25 AM LAST PLOTTED:2/13/2024 8:44 AM PLOTTED BY.Dennis Gi.ert FILENAME:G.\CURRENT JOBS\SUPERIOR HOMES OF THE SANDHILLS LLC\24-2929-03 FOXFIRE-EC\PLANS\FOXFIREEC-LOT130.DWG